2023
|
1. | | Birgin, Hasan Borke; García-Macías, Enrique; D’Alessandro, Antonella; Ubertini, Filippo Self-powered weigh-in-motion system combining vibration energy harvesting and self-sensing composite pavements Journal Article In: Construction and Building Materials, vol. 369, pp. 130538, 2023. @article{birgin2023self,
title = {Self-powered weigh-in-motion system combining vibration energy harvesting and self-sensing composite pavements},
author = {Hasan Borke Birgin and Enrique García-Macías and Antonella D’Alessandro and Filippo Ubertini},
year = {2023},
date = {2023-01-01},
urldate = {2023-01-01},
journal = {Construction and Building Materials},
volume = {369},
pages = {130538},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2. | | García-Merino, JC; Calvo-Jurado, C; Martínez-Pañeda, E; García-Macías, E Multielement polynomial chaos Kriging-based metamodelling for Bayesian inference of non-smooth systems Journal Article In: Applied Mathematical Modelling, vol. 116, pp. 510–531, 2023. @article{garcia2023multielement,
title = {Multielement polynomial chaos Kriging-based metamodelling for Bayesian inference of non-smooth systems},
author = {JC García-Merino and C Calvo-Jurado and E Martínez-Pañeda and E García-Macías},
year = {2023},
date = {2023-01-01},
urldate = {2023-01-01},
journal = {Applied Mathematical Modelling},
volume = {116},
pages = {510--531},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
3. | | Quinteros, Leonel; García-Macías, Enrique; Martínez-Pañeda, Emilio Electromechanical phase-field fracture modelling of piezoresistive CNT-based composites Journal Article In: Computer Methods in Applied Mechanics and Engineering, vol. 407, pp. 115941, 2023. @article{quinteros2023electromechanical,
title = {Electromechanical phase-field fracture modelling of piezoresistive CNT-based composites},
author = {Leonel Quinteros and Enrique García-Macías and Emilio Martínez-Pañeda},
doi = {10.1016/j.cma.2023.115941},
year = {2023},
date = {2023-01-01},
urldate = {2023-01-01},
journal = {Computer Methods in Applied Mechanics and Engineering},
volume = {407},
pages = {115941},
publisher = {North-Holland},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2022
|
4. | | Rodríguez-Tembleque, L; Vargas, J; García-Macías, E; Buroni, FC; Sáez, A XFEM crack growth virtual monitoring in self-sensing CNT reinforced polymer nanocomposite plates using ANSYS Journal Article In: Composite Structures, vol. 284, pp. 115137, 2022. @article{rodriguez2022xfem,
title = {XFEM crack growth virtual monitoring in self-sensing CNT reinforced polymer nanocomposite plates using ANSYS},
author = {L Rodríguez-Tembleque and J Vargas and E García-Macías and FC Buroni and A Sáez},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Composite Structures},
volume = {284},
pages = {115137},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
5. | | Quinteros, Leonel; García-Macías, Enrique; Martínez-Pañeda, Emilio Micromechanics-based phase field fracture modelling of CNT composites Journal Article In: Composites Part B: Engineering, vol. 236, pp. 109788, 2022. @article{quinteros2022micromechanics,
title = {Micromechanics-based phase field fracture modelling of CNT composites},
author = {Leonel Quinteros and Enrique García-Macías and Emilio Martínez-Pañeda},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Composites Part B: Engineering},
volume = {236},
pages = {109788},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
6. | | García-Macías, Enrique; Ubertini, Filippo Least Angle Regression for early-stage identification of earthquake-induced damage in a monumental masonry palace: Palazzo dei Consoli Journal Article In: Engineering Structures, vol. 259, pp. 114119, 2022. @article{garcia2022least,
title = {Least Angle Regression for early-stage identification of earthquake-induced damage in a monumental masonry palace: Palazzo dei Consoli},
author = {Enrique García-Macías and Filippo Ubertini},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Engineering Structures},
volume = {259},
pages = {114119},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
7. | | García-Merino, José Carlos; Calvo-Jurado, Carmen; García-Macías, Enrique Surrogate modeling of the effective elastic properties of spherical particle-reinforced composite materials Journal Article In: Journal of Mathematical Chemistry, vol. 60, no. 8, pp. 1555–1570, 2022. @article{garcia2022surrogate,
title = {Surrogate modeling of the effective elastic properties of spherical particle-reinforced composite materials},
author = {José Carlos García-Merino and Carmen Calvo-Jurado and Enrique García-Macías},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Journal of Mathematical Chemistry},
volume = {60},
number = {8},
pages = {1555--1570},
publisher = {Springer International Publishing},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
8. | | Triana-Camacho, Daniel A; Miranda, David A; García-Macías, Enrique; Reales, Oscar A Mendoza; Quintero-Orozco, Jorge H Effective medium electrical response model of carbon nanotubes cement-based composites Journal Article In: Construction and Building Materials, vol. 344, pp. 128293, 2022. @article{triana2022effective,
title = {Effective medium electrical response model of carbon nanotubes cement-based composites},
author = {Daniel A Triana-Camacho and David A Miranda and Enrique García-Macías and Oscar A Mendoza Reales and Jorge H Quintero-Orozco},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Construction and Building Materials},
volume = {344},
pages = {128293},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
9. | | García-Macías, Enrique; Ubertini, Filippo Real-time Bayesian damage identification enabled by sparse PCE-Kriging meta-modelling for continuous SHM of large-scale civil engineering structures Journal Article In: Journal of Building Engineering, vol. 59, pp. 105004, 2022. @article{garcia2022real,
title = {Real-time Bayesian damage identification enabled by sparse PCE-Kriging meta-modelling for continuous SHM of large-scale civil engineering structures},
author = {Enrique García-Macías and Filippo Ubertini},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Journal of Building Engineering},
volume = {59},
pages = {105004},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
10. | | García-Merino, JC; Calvo-Jurado, C; García-Macías, E Polynomial chaos expansion for uncertainty propagation analysis in numerical homogenization of 2D/3D periodic composite microstructures Journal Article In: Composite Structures, vol. 300, pp. 116130, 2022. @article{garcia2022polynomial,
title = {Polynomial chaos expansion for uncertainty propagation analysis in numerical homogenization of 2D/3D periodic composite microstructures},
author = {JC García-Merino and C Calvo-Jurado and E García-Macías},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Composite Structures},
volume = {300},
pages = {116130},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
11. | | García-Macías, Enrique; Ruccolo, Antonello; Zanini, Mariano Angelo; Pellegrino, Carlo; Gentile, Carmelo; Ubertini, Filippo; Mannella, Paolo P3P: A software suite for autonomous SHM of bridge networks Journal Article In: Journal of Civil Structural Health Monitoring, pp. 1–18, 2022. @article{garcia2022p3p,
title = {P3P: A software suite for autonomous SHM of bridge networks},
author = {Enrique García-Macías and Antonello Ruccolo and Mariano Angelo Zanini and Carlo Pellegrino and Carmelo Gentile and Filippo Ubertini and Paolo Mannella},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Journal of Civil Structural Health Monitoring},
pages = {1--18},
publisher = {Springer Berlin Heidelberg Berlin/Heidelberg},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
12. | | Ierimonti, Laura; Cavalagli, Nicola; Venanzi, Ilaria; García-Macías, Enrique; Ubertini, Filippo A Bayesian-based inspection-monitoring data fusion approach for historical buildings and its post-earthquake application to a monumental masonry palace Journal Article In: Bulletin of Earthquake Engineering, pp. 1–34, 2022. @article{ierimonti2022bayesian,
title = {A Bayesian-based inspection-monitoring data fusion approach for historical buildings and its post-earthquake application to a monumental masonry palace},
author = {Laura Ierimonti and Nicola Cavalagli and Ilaria Venanzi and Enrique García-Macías and Filippo Ubertini},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {Bulletin of Earthquake Engineering},
pages = {1--34},
publisher = {Springer Netherlands},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
13. | | García-Macías, E; Hernández-González, IA; Puertas, E; Gallego, R; Castro-Triguero, R; Ubertini, F Meta-Model Assisted Continuous Vibration-Based Damage Identification of a Historical Rammed Earth Tower in the Alhambra Complex Journal Article In: International Journal of Architectural Heritage, pp. 1–27, 2022. @article{garcia2022meta,
title = {Meta-Model Assisted Continuous Vibration-Based Damage Identification of a Historical Rammed Earth Tower in the Alhambra Complex},
author = {E García-Macías and IA Hernández-González and E Puertas and R Gallego and R Castro-Triguero and F Ubertini},
year = {2022},
date = {2022-01-01},
urldate = {2022-01-01},
journal = {International Journal of Architectural Heritage},
pages = {1--27},
publisher = {Taylor & Francis},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2021
|
14. | | Infantes, María; Vidal, Philippe; Castro-Triguero, Rafael; Gallimard, Laurent; García-Macías, Enrique; Polit, Olivier Forced vibration analysis of composite beams based on the variable separation method Journal Article In: Mechanics of Advanced Materials and Structures, vol. 28, no. 6, pp. 618–634, 2021. @article{infantes2021forced,
title = {Forced vibration analysis of composite beams based on the variable separation method},
author = {María Infantes and Philippe Vidal and Rafael Castro-Triguero and Laurent Gallimard and Enrique García-Macías and Olivier Polit},
year = {2021},
date = {2021-01-01},
urldate = {2021-01-01},
journal = {Mechanics of Advanced Materials and Structures},
volume = {28},
number = {6},
pages = {618--634},
publisher = {Taylor & Francis},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
15. | | García-Macías, Enrique; Ierimonti, Laura; Venanzi, Ilaria; Ubertini, Filippo An innovative methodology for online surrogate-based model updating of historic buildings using monitoring data Journal Article In: International Journal of Architectural Heritage, vol. 15, no. 1, pp. 92–112, 2021. @article{garcia2021innovative,
title = {An innovative methodology for online surrogate-based model updating of historic buildings using monitoring data},
author = {Enrique García-Macías and Laura Ierimonti and Ilaria Venanzi and Filippo Ubertini},
year = {2021},
date = {2021-01-01},
urldate = {2021-01-01},
journal = {International Journal of Architectural Heritage},
volume = {15},
number = {1},
pages = {92--112},
publisher = {Taylor & Francis},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
16. | | García-Macías, Enrique; Ubertini, Filippo Structural assessment of bridges through ambient noise deconvolution interferometry: application to the lateral dynamic behaviour of a RC multi-span viaduct Journal Article In: Archives of Civil and Mechanical Engineering, vol. 21, no. 3, pp. 123, 2021. @article{garcia2021structural,
title = {Structural assessment of bridges through ambient noise deconvolution interferometry: application to the lateral dynamic behaviour of a RC multi-span viaduct},
author = {Enrique García-Macías and Filippo Ubertini},
year = {2021},
date = {2021-01-01},
urldate = {2021-01-01},
journal = {Archives of Civil and Mechanical Engineering},
volume = {21},
number = {3},
pages = {123},
publisher = {Springer London London},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
17. | | Giglioni, Valentina; García-Macías, Enrique; Venanzi, Ilaria; Ierimonti, Laura; Ubertini, Filippo The use of receiver operating characteristic curves and precision-versus-recall curves as performance metrics in unsupervised structural damage classification under changing environment Journal Article In: Engineering Structures, vol. 246, pp. 113029, 2021. @article{giglioni2021use,
title = {The use of receiver operating characteristic curves and precision-versus-recall curves as performance metrics in unsupervised structural damage classification under changing environment},
author = {Valentina Giglioni and Enrique García-Macías and Ilaria Venanzi and Laura Ierimonti and Filippo Ubertini},
year = {2021},
date = {2021-01-01},
urldate = {2021-01-01},
journal = {Engineering Structures},
volume = {246},
pages = {113029},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
18. | | Ierimonti, Laura; Cavalagli, Nicola; Venanzi, Ilaria; García-Macías, Enrique; Ubertini, Filippo A transfer Bayesian learning methodology for structural health monitoring of monumental structures Journal Article In: Engineering Structures, vol. 247, pp. 113089, 2021. @article{ierimonti2021transfer,
title = {A transfer Bayesian learning methodology for structural health monitoring of monumental structures},
author = {Laura Ierimonti and Nicola Cavalagli and Ilaria Venanzi and Enrique García-Macías and Filippo Ubertini},
year = {2021},
date = {2021-01-01},
urldate = {2021-01-01},
journal = {Engineering Structures},
volume = {247},
pages = {113089},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
19. | | Cuneo, Federico Carlos Buroni; Macías, E García Closed-form solutions for the piezoresistivity properties of short-fiber reinforced composites with percolation-type behavior Journal Article In: Carbon, vol. 184, pp. 923-940, 2021. @article{buroni2021closedb,
title = {Closed-form solutions for the piezoresistivity properties of short-fiber reinforced composites with percolation-type behavior},
author = {Federico Carlos Buroni Cuneo and E García Macías},
year = {2021},
date = {2021-01-01},
urldate = {2021-01-01},
journal = {Carbon},
volume = {184},
pages = {923-940},
publisher = {Elsevier Ltd},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2020
|
20. | | Macías, Enrique García; Ubertini, Filippo Automated operational modal analysis and ambient noise deconvolution interferometry for the full structural identification of historic towers: A case study of the Sciri Tower in Perugia, Italy Journal Article In: Engineering Structures, 2020. @article{WavesSc,
title = {Automated operational modal analysis and ambient noise deconvolution interferometry for the full structural identification of historic towers: A case study of the Sciri Tower in Perugia, Italy},
author = {Enrique García Macías and Filippo Ubertini},
url = {https://drive.google.com/open?id=1kwKCCyetmXuk8AkAQ-2hDf76hFgmd7-j, Download},
year = {2020},
date = {2020-04-17},
journal = {Engineering Structures},
abstract = {Structural Health Monitoring (SHM) based upon Operational Modal Analysis (OMA) constitutes an increasingly mature and widespread technology in the conservation of historic structures. Such techniques, while proved effective for assessing the global integrity of structures, may fail at detecting local damage with little influence on the modal features of the system. In this context, the analysis of propagating waves throughout the structure features a synergistic approach to OMA with superior capabilities for data-driven damage identification. Although some promising results have been reported in the literature on the application of Seismic Interferometry to reinforced-concrete structures, works concerning the continuous monitoring of ambient vibrations in historic structures are virtually non-existent. In this light, this paper proposes the coupled application of automated OMA and Ambient Noise Deconvolution Interferometry for the full structural system identification of historic structures, and evaluates the advantages of this technology through a validation case study of the Sciri Tower in Perugia, Italy. A continuous vibration-based monitoring system deployed in the tower during three weeks allows us to assess the effectiveness of the proposed approach. The reported results demonstrate the robustness of the monitoring system for identifying environmental effects on the spatial distribution of wave velocities, and shed light into the dispersion relation of the tower.},
keywords = {Ambient vibration testing, Automated Operational Modal Analysis, Seismic Interferometry, Structural Health Monitoring, Wave propagation},
pubstate = {published},
tppubtype = {article}
}
Structural Health Monitoring (SHM) based upon Operational Modal Analysis (OMA) constitutes an increasingly mature and widespread technology in the conservation of historic structures. Such techniques, while proved effective for assessing the global integrity of structures, may fail at detecting local damage with little influence on the modal features of the system. In this context, the analysis of propagating waves throughout the structure features a synergistic approach to OMA with superior capabilities for data-driven damage identification. Although some promising results have been reported in the literature on the application of Seismic Interferometry to reinforced-concrete structures, works concerning the continuous monitoring of ambient vibrations in historic structures are virtually non-existent. In this light, this paper proposes the coupled application of automated OMA and Ambient Noise Deconvolution Interferometry for the full structural system identification of historic structures, and evaluates the advantages of this technology through a validation case study of the Sciri Tower in Perugia, Italy. A continuous vibration-based monitoring system deployed in the tower during three weeks allows us to assess the effectiveness of the proposed approach. The reported results demonstrate the robustness of the monitoring system for identifying environmental effects on the spatial distribution of wave velocities, and shed light into the dispersion relation of the tower. |
21. | | García-Macías, Enrique; Ubertini, Filippo MOVA/MOSS: Two integrated software solutions for comprehensive Structural Health Monitoring of structures Journal Article In: Mechanical Systems and Signal Processing, vol. 143, pp. 106830, 2020. @article{MOVA_MOSS,
title = {MOVA/MOSS: Two integrated software solutions for comprehensive Structural Health Monitoring of structures},
author = {Enrique García-Macías and Filippo Ubertini},
url = {https://drive.google.com/open?id=19Kk3USGUHivrpGj_Eso8HLiULqrBpJCf, Download},
doi = {https://doi.org/10.1016/j.ymssp.2020.106830},
year = {2020},
date = {2020-04-03},
journal = {Mechanical Systems and Signal Processing},
volume = {143},
pages = {106830},
abstract = {Recent ground-breaking advances in sensing technologies, data processing, and structural identification have made Structural Health Monitoring (SHM) occupy a central place in Structural Engineering. Although the technological transfer to the industry is still in the early development stages, there is clear evidence that SHM-enabled condition-based maintenance of structures will soon supersede traditional periodic maintenance strategies. Among the existing solutions, ambient vibration-based SHM has become particularly popular owing to its minimum intrusiveness and global damage assessment capabilities. Nevertheless, it is well documented that local pathologies with limited impact over the stiffness of structures can be hardly detected by such techniques. As a solution, recent studies advocate the use of integrated monitoring systems, where data from heterogeneous sensor networks are simultaneously processed to achieve a comprehensive structural assessment. Despite the great advances of these systems reported by researchers, practitioners still find many difficulties to bring them to practice. In this light, this paper reports the development of two novel software solutions for long-term SHM of structures, MOVA and MOSS, that are intended to bridge this gap while also introducing new methodological and scientific advances. The developed software enables the online system identification and damage detection of structures, including vibration-based SHM and data fusion of heterogeneous sensing systems with an innovative automated anomaly detection algorithm. A case study of a permanent static/dynamic/environmental monitoring system installed in a monumental masonry palace, the Consoli Palace in Gubbio (Italy), is presented to illustrate the capabilities of MOVA/MOSS.},
keywords = {Damage detection, Data fusion, Novelty analysis, Operational modal analysis, Structural Health Monitoring, Unsupervised learning},
pubstate = {published},
tppubtype = {article}
}
Recent ground-breaking advances in sensing technologies, data processing, and structural identification have made Structural Health Monitoring (SHM) occupy a central place in Structural Engineering. Although the technological transfer to the industry is still in the early development stages, there is clear evidence that SHM-enabled condition-based maintenance of structures will soon supersede traditional periodic maintenance strategies. Among the existing solutions, ambient vibration-based SHM has become particularly popular owing to its minimum intrusiveness and global damage assessment capabilities. Nevertheless, it is well documented that local pathologies with limited impact over the stiffness of structures can be hardly detected by such techniques. As a solution, recent studies advocate the use of integrated monitoring systems, where data from heterogeneous sensor networks are simultaneously processed to achieve a comprehensive structural assessment. Despite the great advances of these systems reported by researchers, practitioners still find many difficulties to bring them to practice. In this light, this paper reports the development of two novel software solutions for long-term SHM of structures, MOVA and MOSS, that are intended to bridge this gap while also introducing new methodological and scientific advances. The developed software enables the online system identification and damage detection of structures, including vibration-based SHM and data fusion of heterogeneous sensing systems with an innovative automated anomaly detection algorithm. A case study of a permanent static/dynamic/environmental monitoring system installed in a monumental masonry palace, the Consoli Palace in Gubbio (Italy), is presented to illustrate the capabilities of MOVA/MOSS. |
22. | | Krishnaswamy, Jagdish A; Buroni, Federico C; García-Macías, Enrique; Melnik, Roderick; Rodríguez-Tembleque, Luis; Saez, Andres Design of nano-modified PVDF matrices for lead-free piezocomposites: Graphene vs carbon nanotube nano-additions Journal Article In: Mechanics of Materials, vol. 142, pp. 103275, 2020. @article{krishnaswamy2020design,
title = {Design of nano-modified PVDF matrices for lead-free piezocomposites: Graphene vs carbon nanotube nano-additions},
author = {Jagdish A Krishnaswamy and Federico C Buroni and Enrique García-Macías and Roderick Melnik and Luis Rodríguez-Tembleque and Andres Saez},
doi = {https://doi.org/10.1016/j.mechmat.2019.103275},
year = {2020},
date = {2020-01-01},
urldate = {2020-01-01},
journal = {Mechanics of Materials},
volume = {142},
pages = {103275},
publisher = {Elsevier},
abstract = {Graphene nano-additions to polymer matrices have demonstrated exceedingly better mechanical properties compared to carbon-nanotube modified matrices. Therefore, in the context of mechanically superior high-performance piezo-composites, graphene-modified composite architectures represent an important design direction. In this paper, we first develop an effective property model for graphene-modified piezoelectric matrices, taking into account the mechanical anisotropy of the matrix. We further evaluate the piezoelectric performance of the matrix architecture which incorporates lead-free BaTiO3 polycrystal inclusions. In order to obtain comparisons with well-established composites, we compare the electro-elastic response of two composite architectures in which the matrix is modified by multiwalled CNTs and graphene respectively. It is seen that, near percolation of the nano-additions, graphene-based systems exhibit an order of improvement in the piezoelectric response compared to the composite without nano modification. This improvement is comparable to CNT-based systems, but the matrix hardening is lesser than half the hardening observed in CNT-modified composites. This feature is due to a considerably smaller percolation threshold of graphene compared to CNTs which brings about percolative conditions at very small filler concentrations. We further investigate the dependence of the electric flux and fields in the graphene-modified piezocomposite on the polycrystallinity of the piezoelectric inclusions to identify the polycrystalline configurations that can lead to improved performance in such nanomodified piezocomposites.},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
Graphene nano-additions to polymer matrices have demonstrated exceedingly better mechanical properties compared to carbon-nanotube modified matrices. Therefore, in the context of mechanically superior high-performance piezo-composites, graphene-modified composite architectures represent an important design direction. In this paper, we first develop an effective property model for graphene-modified piezoelectric matrices, taking into account the mechanical anisotropy of the matrix. We further evaluate the piezoelectric performance of the matrix architecture which incorporates lead-free BaTiO3 polycrystal inclusions. In order to obtain comparisons with well-established composites, we compare the electro-elastic response of two composite architectures in which the matrix is modified by multiwalled CNTs and graphene respectively. It is seen that, near percolation of the nano-additions, graphene-based systems exhibit an order of improvement in the piezoelectric response compared to the composite without nano modification. This improvement is comparable to CNT-based systems, but the matrix hardening is lesser than half the hardening observed in CNT-modified composites. This feature is due to a considerably smaller percolation threshold of graphene compared to CNTs which brings about percolative conditions at very small filler concentrations. We further investigate the dependence of the electric flux and fields in the graphene-modified piezocomposite on the polycrystallinity of the piezoelectric inclusions to identify the polycrystalline configurations that can lead to improved performance in such nanomodified piezocomposites. |
23. | | Garcia-Macias, Enrique; Kita, Alban; Ubertini, Filippo Synergistic application of operational modal analysis and ambient noise deconvolution interferometry for structural and damage identification in historic masonry structures: three case studies of Italian architectural heritage Journal Article In: Structural Health Monitoring, vol. 19, no. 4, pp. 1250–1272, 2020. @article{garcia2020synergistic,
title = {Synergistic application of operational modal analysis and ambient noise deconvolution interferometry for structural and damage identification in historic masonry structures: three case studies of Italian architectural heritage},
author = {Enrique Garcia-Macias and Alban Kita and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
urldate = {2020-01-01},
journal = {Structural Health Monitoring},
volume = {19},
number = {4},
pages = {1250--1272},
publisher = {SAGE Publications Sage UK: London, England},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
24. | | Pachón, Pablo; Infantes, Mar'ia; Cámara, Margarita; Compán, Víctor; García-Macías, Enrique; Friswell, Michael I; Castro-Triguero, Rafael Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) Journal Article In: Engineering Structures, vol. 202, pp. 109843, 2020. @article{pachon2020evaluationb,
title = {Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain)},
author = {Pablo Pachón and Mar{'i}a Infantes and Margarita Cámara and Víctor Compán and Enrique García-Macías and Michael I Friswell and Rafael Castro-Triguero},
year = {2020},
date = {2020-01-01},
urldate = {2020-01-01},
journal = {Engineering Structures},
volume = {202},
pages = {109843},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
25. | | Rodríguez-Tembleque, L; García-Sánchez, F; García-Macías, E; Buroni, FC; Sáez, A Crack-induced electrical resistivity changes in cracked CNT-reinforced composites Journal Article In: Theoretical and Applied Fracture Mechanics, vol. 106, pp. 102470, 2020. @article{rodriguez2020crackb,
title = {Crack-induced electrical resistivity changes in cracked CNT-reinforced composites},
author = {L Rodríguez-Tembleque and F García-Sánchez and E García-Macías and FC Buroni and A Sáez},
year = {2020},
date = {2020-01-01},
urldate = {2020-01-01},
journal = {Theoretical and Applied Fracture Mechanics},
volume = {106},
pages = {102470},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
26. | | Birgin, Hasan Borke; Laflamme, Simon; D’Alessandro, Antonella; Garcia-Macias, Enrique; Ubertini, Filippo A Weigh-in-Motion Characterization Algorithm for Smart Pavements Based on Conductive Cementitious Materials Journal Article In: Sensors, vol. 20, no. 3, pp. 659, 2020. @article{birgin2020weighb,
title = {A Weigh-in-Motion Characterization Algorithm for Smart Pavements Based on Conductive Cementitious Materials},
author = {Hasan Borke Birgin and Simon Laflamme and Antonella D’Alessandro and Enrique Garcia-Macias and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
urldate = {2020-01-01},
journal = {Sensors},
volume = {20},
number = {3},
pages = {659},
publisher = {Multidisciplinary Digital Publishing Institute},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
27. | | García-Macías, Enrique; Martínez-Castro, AE Hilbert transform-based semi-analytic meta-model for maximum response envelopes in dynamics of railway bridges Journal Article In: Journal of Sound and Vibration, vol. 487, pp. 115618, 2020. @article{garcia2020hilbertb,
title = {Hilbert transform-based semi-analytic meta-model for maximum response envelopes in dynamics of railway bridges},
author = {Enrique García-Macías and AE Martínez-Castro},
year = {2020},
date = {2020-01-01},
urldate = {2020-01-01},
journal = {Journal of Sound and Vibration},
volume = {487},
pages = {115618},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
28. | | García-Macías, Enrique; Venanzi, Ilaria; Ubertini, Filippo Metamodel-based pattern recognition approach for real-time identification of earthquake-induced damage in historic masonry structures Journal Article In: Automation in Construction, vol. 120, pp. 103389, 2020. @article{garcia2020metamodelb,
title = {Metamodel-based pattern recognition approach for real-time identification of earthquake-induced damage in historic masonry structures},
author = {Enrique García-Macías and Ilaria Venanzi and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
urldate = {2020-01-01},
journal = {Automation in Construction},
volume = {120},
pages = {103389},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2019
|
29. | | García-Macías, Enrique; Guzmán, Carlos Felipe; Flores, Erick Saavedra I; Castro-Triguero, Rafael Multiscale modeling of the elastic moduli of CNT-reinforced polymers and fitting of efficiency parameters for the use of the extended rule-of-mixtures Journal Article In: Composites Part B: Engineering, vol. 159, pp. 114–131, 2019. @article{garcia2019multiscale,
title = {Multiscale modeling of the elastic moduli of CNT-reinforced polymers and fitting of efficiency parameters for the use of the extended rule-of-mixtures},
author = {Enrique García-Macías and Carlos Felipe Guzmán and Erick Saavedra I Flores and Rafael Castro-Triguero},
year = {2019},
date = {2019-01-01},
urldate = {2019-01-01},
journal = {Composites Part B: Engineering},
volume = {159},
pages = {114--131},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
30. | | García-Macías, Enrique; Ubertini, Filippo Earthquake-induced damage detection and localization in masonry structures using smart bricks and Kriging strain reconstruction: A numerical study Journal Article In: Earthquake Engineering & Structural Dynamics, vol. 48, no. 5, pp. 548–569, 2019. @article{garcia2019earthquake,
title = {Earthquake-induced damage detection and localization in masonry structures using smart bricks and Kriging strain reconstruction: A numerical study},
author = {Enrique García-Macías and Filippo Ubertini},
doi = {https://doi.org/10.1002/eqe.3148},
year = {2019},
date = {2019-01-01},
journal = {Earthquake Engineering & Structural Dynamics},
volume = {48},
number = {5},
pages = {548--569},
abstract = {The intrinsic vulnerability of masonry structures to seismic events makes structural health monitoring of the utmost importance for the conservation of the built heritage. The development of piezoresistive bricks, also termed smart bricks, is an innovative technology recently proposed by the authors for the monitoring of such structures. Smart bricks exhibit measurable variations in their electrical properties when subjected to external loads or, alternatively, strain self‐sensing capabilities. Therefore, the deployment of a network of smart bricks into a masonry structure confers self‐diagnostic properties to the host structure. In this light, this paper presents a theoretical investigation on the application of smart bricks to full‐scale masonry structures for seismic assessment. This includes the study of the convenience of providing electrical isolation conditions to the sensors, as well as the effectiveness of smart bricks when installed into either new constructions or in pre‐existing structures. Secondly, numerical results are presented on the seismic analysis of a three‐dimensional masonry building equipped with a network of smart bricks. Finally, in order to map the strain field throughout the structure exploiting the outputs of a limited number of sensors, an interpolation‐based strain reconstruction approach is proposed.},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
The intrinsic vulnerability of masonry structures to seismic events makes structural health monitoring of the utmost importance for the conservation of the built heritage. The development of piezoresistive bricks, also termed smart bricks, is an innovative technology recently proposed by the authors for the monitoring of such structures. Smart bricks exhibit measurable variations in their electrical properties when subjected to external loads or, alternatively, strain self‐sensing capabilities. Therefore, the deployment of a network of smart bricks into a masonry structure confers self‐diagnostic properties to the host structure. In this light, this paper presents a theoretical investigation on the application of smart bricks to full‐scale masonry structures for seismic assessment. This includes the study of the convenience of providing electrical isolation conditions to the sensors, as well as the effectiveness of smart bricks when installed into either new constructions or in pre‐existing structures. Secondly, numerical results are presented on the seismic analysis of a three‐dimensional masonry building equipped with a network of smart bricks. Finally, in order to map the strain field throughout the structure exploiting the outputs of a limited number of sensors, an interpolation‐based strain reconstruction approach is proposed. |
31. | | García-Macías, Enrique; Ubertini, Filippo Seismic interferometry for earthquake-induced damage identification in historic masonry towers Journal Article In: Mechanical Systems and Signal Processing, vol. 132, pp. 380–404, 2019. @article{garcia2019seismic,
title = {Seismic interferometry for earthquake-induced damage identification in historic masonry towers},
author = {Enrique García-Macías and Filippo Ubertini},
year = {2019},
date = {2019-01-01},
urldate = {2019-01-01},
journal = {Mechanical Systems and Signal Processing},
volume = {132},
pages = {380--404},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
32. | | García-Macías, Enrique; Castro-Triguero, Rafael; Flores, Erick I Saavedra; Yanez, Sergio J; Hinrechsen, Karen An interactive computational strategy for teaching the analysis of silo structures in civil engineering Journal Article In: Computer Applications in Engineering Education, vol. 27, no. 4, pp. 821–835, 2019. @article{garcia2019interactiveb,
title = {An interactive computational strategy for teaching the analysis of silo structures in civil engineering},
author = {Enrique García-Macías and Rafael Castro-Triguero and Erick I Saavedra Flores and Sergio J Yanez and Karen Hinrechsen},
year = {2019},
date = {2019-01-01},
urldate = {2019-01-01},
journal = {Computer Applications in Engineering Education},
volume = {27},
number = {4},
pages = {821--835},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
33. | | Martínez-Castro, AE; García-Macías, E Train-speed sensitivity approach for maximum response envelopes in dynamics of railway bridges Journal Article In: Journal of Sound and Vibration, vol. 452, pp. 13–33, 2019. @article{martinez2019trainb,
title = {Train-speed sensitivity approach for maximum response envelopes in dynamics of railway bridges},
author = {AE Martínez-Castro and E García-Macías},
year = {2019},
date = {2019-01-01},
urldate = {2019-01-01},
journal = {Journal of Sound and Vibration},
volume = {452},
pages = {13--33},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
34. | | Krishnaswamy, Jagdish A; Buroni, Federico C; García-Macías, Enrique; Melnik, Roderick; Rodriguez-Tembleque, Luis; Síez, Andrís Design of lead-free PVDF/CNT/BaTiO3 piezocomposites for sensing and energy harvesting: the role of polycrystallinity, nanoadditives, and anisotropy Journal Article In: Smart Materials and Structures, vol. 29, no. 1, pp. 015021, 2019. @article{krishnaswamy2019designb,
title = {Design of lead-free PVDF/CNT/BaTiO3 piezocomposites for sensing and energy harvesting: the role of polycrystallinity, nanoadditives, and anisotropy},
author = {Jagdish A Krishnaswamy and Federico C Buroni and Enrique García-Macías and Roderick Melnik and Luis Rodriguez-Tembleque and Andrís Síez},
year = {2019},
date = {2019-01-01},
urldate = {2019-01-01},
journal = {Smart Materials and Structures},
volume = {29},
number = {1},
pages = {015021},
publisher = {IOP Publishing},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2018
|
35. | | García-Macías, Enrique; Rodríguez-Tembleque, Luis; Sáez, Andrés Bending and free vibration analysis of functionally graded graphene vs. carbon nanotube reinforced composite plates Journal Article In: Composite Structures, vol. 186, pp. 123–138, 2018. @article{garcia2018bendingb,
title = {Bending and free vibration analysis of functionally graded graphene vs. carbon nanotube reinforced composite plates},
author = {Enrique García-Macías and Luis Rodríguez-Tembleque and Andrés Sáez},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Composite Structures},
volume = {186},
pages = {123--138},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
36. | | Meoni, Andrea; D’Alessandro, Antonella; Downey, Austin; García-Macías, Enrique; Rallini, Marco; Materazzi, Luigi A; Torre, Luigi; Laflamme, Simon; Castro-Triguero, Rafael; Ubertini, Filippo An experimental study on static and dynamic strain sensitivity of embeddable smart concrete sensors doped with carbon nanotubes for SHM of large structures Journal Article In: Sensors, vol. 18, no. 3, pp. 831, 2018. @article{meoni2018experimentalb,
title = {An experimental study on static and dynamic strain sensitivity of embeddable smart concrete sensors doped with carbon nanotubes for SHM of large structures},
author = {Andrea Meoni and Antonella D’Alessandro and Austin Downey and Enrique García-Macías and Marco Rallini and Luigi A Materazzi and Luigi Torre and Simon Laflamme and Rafael Castro-Triguero and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Sensors},
volume = {18},
number = {3},
pages = {831},
publisher = {Multidisciplinary Digital Publishing Institute},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
37. | | Pachón, Pablo; Castro, Rafael; Garc'ia-Mac'ias, Enrique; Compan, V'ictor; Puertas, Esther E. Torroja’s bridge: tailored experimental setup for SHM of a historical bridge with a reduced number of sensors Journal Article In: Engineering Structures, vol. 162, pp. 11–21, 2018. @article{pachon2018torrojab,
title = {E. Torroja’s bridge: tailored experimental setup for SHM of a historical bridge with a reduced number of sensors},
author = {Pablo Pachón and Rafael Castro and Enrique Garc{'i}a-Mac{'i}as and V{'i}ctor Compan and Esther Puertas},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Engineering Structures},
volume = {162},
pages = {11--21},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
38. | | García-Macías, Enrique; Castro-Triguero, Rafael Coupled effect of CNT waviness and agglomeration: A case study of vibrational analysis of CNT/polymer skew plates Journal Article In: Composite Structures, vol. 193, pp. 87–102, 2018. @article{garcia2018coupledb,
title = {Coupled effect of CNT waviness and agglomeration: A case study of vibrational analysis of CNT/polymer skew plates},
author = {Enrique García-Macías and Rafael Castro-Triguero},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Composite Structures},
volume = {193},
pages = {87--102},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
39. | | García-Macías, Enrique; Castro-Triguero, Rafael; Ubertini, Filippo Two-step hierarchical micromechanics model of partially saturated porous composites doped with ellipsoidal particles with interface effects Journal Article In: Composites Part B: Engineering, vol. 148, pp. 49–60, 2018. @article{garcia2018twob,
title = {Two-step hierarchical micromechanics model of partially saturated porous composites doped with ellipsoidal particles with interface effects},
author = {Enrique García-Macías and Rafael Castro-Triguero and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Composites Part B: Engineering},
volume = {148},
pages = {49--60},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
40. | | García-Macías, Enrique; Castro-Triguero, Rafael; Sáez, Andrés; Ubertini, Filippo 3D mixed micromechanics-FEM modeling of piezoresistive carbon nanotube smart concrete Journal Article In: Computer Methods in Applied Mechanics and Engineering, vol. 340, pp. 396–423, 2018. @article{garcia20183db,
title = {3D mixed micromechanics-FEM modeling of piezoresistive carbon nanotube smart concrete},
author = {Enrique García-Macías and Rafael Castro-Triguero and Andrés Sáez and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Computer Methods in Applied Mechanics and Engineering},
volume = {340},
pages = {396--423},
publisher = {North-Holland},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
41. | | Rodríguez-Tembleque, Luis; García-Macías, Enrique; Sáez, Andrés CNT-polymer nanocomposites under frictional contact conditions Journal Article In: Composites Part B: Engineering, vol. 154, pp. 114–127, 2018. @article{rodriguez2018cntb,
title = {CNT-polymer nanocomposites under frictional contact conditions},
author = {Luis Rodríguez-Tembleque and Enrique García-Macías and Andrés Sáez},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Composites Part B: Engineering},
volume = {154},
pages = {114--127},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
42. | | García-Macías, Enrique; Rodríguez-Tembleque, Luis; Sáez, Andrés MWCNT/epoxy strip-like sensors for buckling detection in beam-like structures Journal Article In: Thin-Walled Structures, vol. 133, pp. 27–41, 2018. @article{garcia2018mwcntb,
title = {MWCNT/epoxy strip-like sensors for buckling detection in beam-like structures},
author = {Enrique García-Macías and Luis Rodríguez-Tembleque and Andrés Sáez},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Thin-Walled Structures},
volume = {133},
pages = {27--41},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
43. | | García-Macías, Enrique; Rodríguez-Tembleque, Luis; Sáez, Andrés; Ubertini, Filippo Crack detection and localization in RC beams through smart MWCNT/epoxy strip-like strain sensors Journal Article In: Smart Materials and Structures, vol. 27, no. 11, pp. 115022, 2018. @article{garcia2018crackb,
title = {Crack detection and localization in RC beams through smart MWCNT/epoxy strip-like strain sensors},
author = {Enrique García-Macías and Luis Rodríguez-Tembleque and Andrés Sáez and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
urldate = {2018-01-01},
journal = {Smart Materials and Structures},
volume = {27},
number = {11},
pages = {115022},
publisher = {IOP Publishing},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2017
|
44. | | García-Macías, Enrique; Rodríguez-Tembleque, Luis; Castro-Triguero, Rafael; Sáez, Andrés Buckling analysis of functionally graded carbon nanotube-reinforced curved panels under axial compression and shear Journal Article In: Composites Part B: Engineering, vol. 108, pp. 243–256, 2017. @article{garcia2017buckling,
title = {Buckling analysis of functionally graded carbon nanotube-reinforced curved panels under axial compression and shear},
author = {Enrique García-Macías and Luis Rodríguez-Tembleque and Rafael Castro-Triguero and Andrés Sáez},
year = {2017},
date = {2017-01-01},
urldate = {2017-01-01},
journal = {Composites Part B: Engineering},
volume = {108},
pages = {243--256},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
45. | | D’Alessandro, Antonella; Ubertini, Filippo; García-Macías, Enrique; Castro-Triguero, Rafael; Downey, Austin; Laflamme, Simon; Meoni, Andrea; Materazzi, Annibale Luigi Static and dynamic strain monitoring of reinforced concrete components through embedded carbon nanotube cement-based sensors Journal Article In: Shock and Vibration, vol. 2017, 2017. @article{d2017static,
title = {Static and dynamic strain monitoring of reinforced concrete components through embedded carbon nanotube cement-based sensors},
author = {Antonella D’Alessandro and Filippo Ubertini and Enrique García-Macías and Rafael Castro-Triguero and Austin Downey and Simon Laflamme and Andrea Meoni and Annibale Luigi Materazzi},
year = {2017},
date = {2017-01-01},
urldate = {2017-01-01},
journal = {Shock and Vibration},
volume = {2017},
publisher = {Hindawi},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
46. | | García-Macías, Enrique; D'Alessandro, Antonella; Castro-Triguero, Rafael; Pérez-Mira, Domingo; Ubertini, Filippo Micromechanics modeling of the electrical conductivity of carbon nanotube cement-matrix composites Journal Article In: Composites Part B: Engineering, vol. 108, pp. 451–469, 2017. @article{garcia2017micromechanicsc,
title = {Micromechanics modeling of the electrical conductivity of carbon nanotube cement-matrix composites},
author = {Enrique García-Macías and Antonella D'Alessandro and Rafael Castro-Triguero and Domingo Pérez-Mira and Filippo Ubertini},
year = {2017},
date = {2017-01-01},
urldate = {2017-01-01},
journal = {Composites Part B: Engineering},
volume = {108},
pages = {451--469},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
47. | | García-Macías, Enrique; D'Alessandro, Antonella; Castro-Triguero, Rafael; Pérez-Mira, Domingo; Ubertini, Filippo Micromechanics modeling of the uniaxial strain-sensing property of carbon nanotube cement-matrix composites for SHM applications Journal Article In: Composite Structures, vol. 163, pp. 195–215, 2017. @article{garcia2017micromechanicsd,
title = {Micromechanics modeling of the uniaxial strain-sensing property of carbon nanotube cement-matrix composites for SHM applications},
author = {Enrique García-Macías and Antonella D'Alessandro and Rafael Castro-Triguero and Domingo Pérez-Mira and Filippo Ubertini},
year = {2017},
date = {2017-01-01},
urldate = {2017-01-01},
journal = {Composite Structures},
volume = {163},
pages = {195--215},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
48. | | Castro-Triguero, Rafael; García-Macías, Enrique; Flores, Erick Saavedra; Friswell, MI; Gallego, Rafael Multi-scale model updating of a timber footbridge using experimental vibration data Journal Article In: Engineering Computations, 2017. @article{castro2017multib,
title = {Multi-scale model updating of a timber footbridge using experimental vibration data},
author = {Rafael Castro-Triguero and Enrique García-Macías and Erick Saavedra Flores and MI Friswell and Rafael Gallego},
year = {2017},
date = {2017-01-01},
urldate = {2017-01-01},
journal = {Engineering Computations},
publisher = {Emerald Publishing Limited Bingley, United Kingdom},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
49. | | García-Macías, Enrique; Downey, Austin; D’Alessandro, Antonella; Castro-Triguero, Rafael; Laflamme, Simon; Ubertini, Filippo Enhanced lumped circuit model for smart nanocomposite cement-based sensors under dynamic compressive loading conditions Journal Article In: Sensors and Actuators A: Physical, vol. 260, pp. 45–57, 2017. @article{garcia2017enhancedb,
title = {Enhanced lumped circuit model for smart nanocomposite cement-based sensors under dynamic compressive loading conditions},
author = {Enrique García-Macías and Austin Downey and Antonella D’Alessandro and Rafael Castro-Triguero and Simon Laflamme and Filippo Ubertini},
year = {2017},
date = {2017-01-01},
urldate = {2017-01-01},
journal = {Sensors and Actuators A: Physical},
volume = {260},
pages = {45--57},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
50. | | García-Macías, Enrique; Rodríguez-Tembleque, Luis; Castro-Triguero, Rafael; Sáez, Andrés Eshelby-Mori-Tanaka approach for post-buckling analysis of axially compressed functionally graded CNT/polymer composite cylindrical panels Journal Article In: Composites Part B: Engineering, vol. 128, pp. 208–224, 2017. @article{garcia2017eshelbyb,
title = {Eshelby-Mori-Tanaka approach for post-buckling analysis of axially compressed functionally graded CNT/polymer composite cylindrical panels},
author = {Enrique García-Macías and Luis Rodríguez-Tembleque and Rafael Castro-Triguero and Andrés Sáez},
year = {2017},
date = {2017-01-01},
urldate = {2017-01-01},
journal = {Composites Part B: Engineering},
volume = {128},
pages = {208--224},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|