The Failure Mechanism and Finite Element Analysis of Recycled Concrete Two-Way Slabs with Stud-Shear Reinforcement

Jian Luo; Yu Zong; Chen Xu Du

doi:10.4028/www.scientific.net/AMR.1020.303

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Analytical Method of Determining Folded Depressed Shells’ Free Oscillation Frequency
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Experiences with Building a Floating Barge
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The Failure Mechanism and Finite Element Analysis of Recycled Concrete Two-Way Slabs with Stud-Shear Reinforcement
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Experimental Research on Strength of GFRP Bars in Shield Engineering
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1020The Failure Mechanism and Finite Element Analysis...

The Failure Mechanism and Finite Element Analysis of Recycled Concrete Two-Way Slabs with Stud-Shear Reinforcement

Abstract:

This paper is a detailed study on the recycled concrete two-way slabs with stud-shear reinforcement, failure mode and failure mechanism are given. Further, by using the ABAQUS nonlinear finite element software to simulate the punching failure of recycled concrete two-way slabs with anchor bolts.Through the reasonable choice of the material property parameters 、the geometric parameters、the boundary conditions to get the reasonable results. In this paper, the conclusion can be used to provide the basis and reference in improving the punching resistance and ductility of the recycled concrete two-way slabs.

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Periodical:

Advanced Materials Research (Volume 1020)

Pages:

303-307

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1020.303

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Online since:

October 2014

Authors:

Jian Luo*, Yu Zong, Chen Xu Du

Keywords:

Failure Mechanism, Failure Mode, Nonlinear Finite Element, Recycled Concrete Two-Way Slabs, Stud-Shear Reinforcement

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* - Corresponding Author

References

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