Numerical modeling of the post-cracking behavior of SFRC and its application on design of beams according to fib Model Code 2010.
A finite element model with discrete and explicit representation of steel fibers is applied for modeling the post-cracking behavior of Steel Fiber Reinforced Concrete (SFRC) in order to contribute on the design of beams with combined reinforcement of steel fibers and rebars (RC-SFRC beams). In this...
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| Format: | Others |
| Language: | en |
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Biblioteca Digitais de Teses e Dissertações da USP
2018
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| Online Access: | http://www.teses.usp.br/teses/disponiveis/3/3144/tde-07022019-090223/ |