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 |
| ( Vol-6,Issue-7,July 2019 ) OPEN ACCESS |
| Author(s): |
T.H.H. Truong, T.C.N. Nguyen |
| Keywords: |
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Prestressed, reinforced concrete beams, nonlinear analysis, crack. |
| Abstract: |
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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. |
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Advanced Engineering Research and Science