Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Guillermo Etse"'
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b12cadb85332760b148d5e29d3015a7
https://doi.org/10.2139/ssrn.4311783
https://doi.org/10.2139/ssrn.4311783
Publikováno v:
Finite Elements in Analysis and Design. 158:1-16
A semi-concurrent multi scale approach for heterogeneous media discretized with the Virtual Element Method (VEM) is presented in this work. Extensive numerical results for both the linear diffusion and linear elasticity settings are performed to asse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b35e8ba772875017227f323d3c6ff908
https://doi.org/10.1016/j.finel.2019.01.011
https://doi.org/10.1016/j.finel.2019.01.011
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 393:114849
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3f88bf189b2492ecb2446e126567af8
https://doi.org/10.1016/j.cma.2022.114849
https://doi.org/10.1016/j.cma.2022.114849
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 338:41-67
A novel procedure for analyzing fracture processes in quasi-brittle materials and consisting in combining the discrete crack approach by means of interface elements with the Virtual Element Method is proposed and developed in this work. In particular
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::434e5fea7444d3c9da5e82c593b83173
https://doi.org/10.1016/j.cma.2018.04.001
https://doi.org/10.1016/j.cma.2018.04.001
Publikováno v:
International Journal of Fracture. 212:219-236
This work focuses on the evaluation of temperature effects on concrete failure behavior and modes by means of a realistic thermodynamically consistent non-local poroplastic constitutive model, previously developed by the authors, which is modified in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3dbf93b4e6bc85097e72d7bcc0a27fa
https://doi.org/10.1007/s10704-018-0301-z
https://doi.org/10.1007/s10704-018-0301-z
Publikováno v:
Computers & Structures
A damage-plasticity constitutive theory for zero-thickness interfaces is presented aimed at predicting time-dependent self-healing phenomena in concrete. The material model is based on fracture-energy concepts and accounts for the time evolution of c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2a83e9f890316c1b82bc8ce98aa7d77c
https://doi.org/10.1016/j.compstruc.2017.02.005
https://doi.org/10.1016/j.compstruc.2017.02.005
Publikováno v:
Zeitschrift für angewandte Mathematik und Physik. 70
In this work, a general thermodynamically consistent theory is proposed for multiscale homogenization procedures of saturated and dissipative porous media involving multiphysical complexities. The proposal allows the formulationof coupled constitutiv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::315a845cec5de2b25fef82fa3695e5c6
https://doi.org/10.1007/s00033-019-1125-z
https://doi.org/10.1007/s00033-019-1125-z
Publikováno v:
Construction and Building Materials. 111:43-53
The use of recycled aggregates in concrete to partially substitute the natural ones has strongly increased in the last decades. Due to both, environmental and economical reasons, a relevant and increasing proportion of the concrete production in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::83840c7bfe7aaf9abc9c07993dbab468
https://doi.org/10.1016/j.conbuildmat.2016.02.082
https://doi.org/10.1016/j.conbuildmat.2016.02.082
Publikováno v:
International Journal of Solids and Structures. 81:337-349
In this work a thermodynamically consistent elasto-plastic microplane constitutive theory, aimed at simulating the failure behavior of Steel Fiber Reinforced Concrete (SFRC), is developed. The continuum (smeared crack) formulation, based on the micro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c365dd25c4b42e97aa2d890128038514
https://doi.org/10.1016/j.ijsolstr.2015.12.007
https://doi.org/10.1016/j.ijsolstr.2015.12.007
Publikováno v:
Computers & Structures. 239:106338
The use of multiscale schemes for computational failure evaluations of quasi-brittle composites, particularly concrete, has become a promising challenge for evaluating the complex degradation mechanisms at different scales of observations. In the fra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16c18664e210d2aec65fbd5cb52dcb73
https://doi.org/10.1016/j.compstruc.2020.106338
https://doi.org/10.1016/j.compstruc.2020.106338