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Analysis of stress - strain State of the Local Bearing area caused by a Prestressed Cable Anchor in Reinforced Concrete beams according to the Nonlinear Model

Journal: International Journal of Advanced Engineering Research and Science (Vol.6, No. 7)

Publication Date:

Authors : ;

Page : 176-180

Keywords : Prestressed; reinforced concrete beams; nonlinear analysis; crack.;

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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.

Last modified: 2019-07-18 14:39:44