Analysis of stress - strain State of the Local Bearing area caused by a Prestressed Cable Anchor in Reinforced Concrete beams according to the Nonlinear ModelJournal: International Journal of Advanced Engineering Research and Science (Vol.6, No. 7)
Publication Date: 2019-07-10
Authors : T.H.H. Truong T.C.N. Nguyen;
Page : 176-180
Keywords : Prestressed; reinforced concrete beams; nonlinear analysis; crack.;
The paper presents the results of stress and strain state of the local bearing area caused by a prestressed cable anchor in reinforced concrete beams. Ansys software was used to model and analyze the structure. The analysis process was carried out in 3 types: linear elastic analysis, nonlinear elastic analysis, and nonlinear analysis considering the destruction of concrete. The results of the analyses were also compared with each other.
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