Finite element modelling of different strengthening strategies for reinforced concrete deep beams

Computational Civil Engineering Conference 2019

土木建筑工程

Gergely, V.^1 ; Pop, M.^1 ; Campian, C.^1 ; Chira, N.^1

Technical University of Cluj Napoca, Baritiu Street no 25, 400027, Romania^1

关键词: Deep beam;    Fiber contents;    Finite element modelling;    FRP sheet;    Modified compression field theories;    Non-linear finite element model;    Reinforced concrete deep beams;    Test specimens;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/586/1/012023/pdf
DOI  :  10.1088/1757-899X/586/1/012023

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

The paper is focused on the behavior of deep beams retrofitted with FRP sheets and layers In order to understand the behavior of these beams, and an advanced nonlinear finite element model is used. The nonlinear analyses were performed based on the Modified Compression Field Theory which is a smeared rotating crack approach implemented in program VecTor2. The predictions of the finite element models were compared to the test results in order to validate the models and to further understand the behavior of the test specimens. Finally, the validated model was used to perform parametrical studies to investigate the effect of FRP sheets and UHPFRC layers on the behavior of true-scale deep beams. The variables investigated in a systematic manner included the aspect ratio of the member, the layout of the FRP sheets, the thickness and fiber content of the UHPFRC layers. The results were used to compare the effectiveness of the two retrofitting techniques.