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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

( Vol-6,Issue-7,July 2019 ) OPEN ACCESS
Author(s):

T.H.H. Truong, T.C.N. Nguyen

Keywords:

Prestressed, reinforced concrete beams, nonlinear analysis, crack.

Abstract:

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.

ijaers doi crossref DOI:

10.22161/ijaers.6721

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