Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/68128
Registo completo
Campo DC | Valor | Idioma |
---|---|---|
dc.contributor.author | Ravi Prakash, P. | por |
dc.contributor.author | Azenha, Miguel | por |
dc.contributor.author | Pereira, João Miguel | por |
dc.contributor.author | Lourenço, Paulo B. | por |
dc.date.accessioned | 2020-11-10T18:22:22Z | - |
dc.date.available | 2023-01-01T07:00:19Z | - |
dc.date.issued | 2020 | - |
dc.identifier.issn | 0141-0296 | por |
dc.identifier.uri | https://hdl.handle.net/1822/68128 | - |
dc.description.abstract | This paper presents a 2-D finite element (FE) based micro modelling framework for thermo-mechanical response history analysis of solid brick masonry structures subjected to fire. The 2-D FE framework considers geometric and material nonlinearities, and transient states of strain in conjunction with the temperature-dependent material properties. Material nonlinearity within the 2-D FE model is considered by the temperature-dependent total strain rotating crack model. The FE framework is validated against the thermo-mechanical response of a half-scale masonry wall subjected to one-sided fire exposure, and it is observed that the predictions of the FE framework are reasonably accurate. Utilizing the validated FE framework, thermo-mechanical response history characterization is performed on a full-scale masonry wall subjected to one-sided fire exposure. Critical physical phenomena which include thermal bowing, heat diffusion, unit-mortar thermo-mechanical interaction, cracking and stress profiles within the masonry structures are studied intricately. Furthermore, thermo-mechanics within representative volumes enclosing unit as well as mortar and their correlation with the global thermo-mechanical response is studied. Such 2-D micro-scale thermo-mechanical computations on masonry walls followed by a detailed discussion on their thermo-mechanics are one of the novel features of the present study. It is observed that thermal bowing resulted from a complex interaction between thermal dilation and cracking and crushing in the mortar and unit within the masonry structure. | por |
dc.description.sponsorship | The first author would like to acknowledge the post-doctoral fellowship offered by the University of Minho for this research. Funding provided by the Portuguese Foundation for Science and Technology (FCT) to the Research Project IntegraCrete (PTDC/ECM-EST/1056/2014 - POCI-01-0145-FEDER-016841) is gratefully acknowledged. This work was financially supported by UID/ECI/04029/2019 - ISISE, funded by national funds through the FCT/MCTES (PIDDAC). | por |
dc.language.iso | eng | por |
dc.publisher | Elsevier Science Ltd | por |
dc.relation | info:eu-repo/grantAgreement/FCT/9471 - RIDTI/PTDC%2FECM-EST%2F1056%2F2014/PT | por |
dc.relation | info:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UID%2FECI%2F04029%2F2019/PT | por |
dc.rights | openAccess | por |
dc.subject | Thermo-mechanical analysis | por |
dc.subject | Masonry | por |
dc.subject | Fire resistance | por |
dc.subject | Nonlinear thermal gradients | por |
dc.title | Finite element based micro modelling of masonry walls subjected to fire exposure: Framework validation and structural implications | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/pii/S0141029619331931 | por |
oaire.citationVolume | 213 | por |
dc.date.updated | 2020-11-10T14:45:14Z | - |
dc.identifier.doi | 10.1016/j.engstruct.2020.110545 | por |
dc.subject.fos | Engenharia e Tecnologia::Engenharia Civil | por |
dc.subject.wos | Science & Technology | - |
sdum.export.identifier | 7501 | - |
sdum.journal | Engineering Structures | por |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
---|---|---|---|---|
Ravi et al. EngStruct_2020.pdf | 1,66 MB | Adobe PDF | Ver/Abrir |