An efficient inelastic approach using SCM/RPHM coupling to study reinforced concrete beams, columns and frames under fire conditions

Autor: Pires, Dalilah, Barros, Rafael C., Silveira, Ricardo A.M., Lemes, Ígor J.M., Rocha, Paulo A.S.

Publikováno v: In Engineering Structures 15 September 2020 219

Thermo-structural analysis of reinforced concrete beams

Autor: Pires, Dalilah, Barros, Rafael C., Silveira, Ricardo A. M., Lemes, Ígor J. M., Rocha, Paulo A. S.

Publikováno v: Fire Research
Repositório Institucional da UFLA
Universidade Federal de Lavras (UFLA)
instacron:UFLA

The objective of this study is to simulate the behavior of reinforced concrete beams in fire situation. In order to achieve this objective, advanced numerical formulations were developed, implemented and evaluated. When exposed to high temperatures,

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::8fef8a8542a61fdd39915a1be4fbba73
http://repositorio.ufla.br/jspui/handle/1/40347

ANÁLISE TERMOMECÂNICA DE ESTRUTURAS DE AÇO VIA ACOPLAMENTO MCD/MRPR

Autor: Barros, Rafael C, Pires, Dalilah ., Lemes, Igor J.M., Silveira, Ricardo A.M.

Publikováno v: Revista Interdisciplinar de Pesquisa em Engenharia; v. 2 n. 2 (2016): ADVANCED ANALYSIS IN STEEL AND CONCRETE COMPOSITE STRUCTURES-(I); 237-253
Revista Interdisciplinar de Pesquisa em Engenharia-RIPE; v. 2, n. 2 (2016): ADVANCED ANALYSIS IN STEEL AND CONCRETE COMPOSITE STRUCTURES-(I); 237-253

Resumo. Quando expostos à temperatura elevada, os elementos estruturais têm sua capacidade resistente comprometida, pois as características físicas e de resistência dos materiais empregados nas estruturas se deterioram com o aumento de temperatu

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::b73fcbb2547c6579e1eae0ad077a1148
http://periodicos.unb.br/index.php/ripe/article/view/20756