Numerical Simulation Analysis of the Typical Reinforced-Concrete Wall-Beam Joint

Ji Tong Jiang; Yang Liu; Wen Hui Wu; Song Yang; De Run Du

doi:10.4028/www.scientific.net/AMR.594-597.973

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Numerical Simulation Analysis of the Typical...

Numerical Simulation Analysis of the Typical Reinforced-Concrete Wall-Beam Joint

Abstract:

Based on the existing research results, this paper has primarily researched on numerical simulation analysis of a wall-beam joint in complex stress situation in a shear wall structure, in terms of structural deformation, crack of concrete, stress-strain condition of reinforced concrete, bond-slip state of concrete of the joint. The mature finite element analysis software ANSYS is selected as a platform and the parametric design language APDL is used as the foundation. Analyze the deformation of the joint; the cracks and the development status; the strain and stress of the joint and the bond-slip condition between steel bars and concrete. Some problems existing in the results at such joint calculated by commonly-used structure design software PKPM were found to need extra attention and then the paper put forward some feasible solutions.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

973-976

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.973

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Online since:

November 2012

Authors:

Ji Tong Jiang*, Yang Liu, Wen Hui Wu, Song Yang, De Run Du

Keywords:

Bond-Slip, Shear Wall Structure, Stress Strain Analysis, Wall-Beam Joint

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References

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