Application of Damaged Plasticity Model on Slab-Column Joints

Hui Ding; Jian Ping Wang; Cheng Fan

doi:10.4028/www.scientific.net/AMM.777.13

Paper Titles

Preface and Conference Organization

Analysis on Influence of Shield Tunneling on Bridge Double Pile
p.3

Application of ABAQUS in Surrounding Rock Stability Analysis of Shallow Large Cross-Section Tunnel
p.8

Application of Damaged Plasticity Model on Slab-Column Joints
p.13

Dynamic Characteristics Analysis on a Super High-Rise Building Structure under Seismic Effect
p.18

Dynamic Response of a Steel Bridge under Earthquake Action in Liugong Island of Weihai
p.23

Experimental Research on Anti-Seismic Performance of the Plane Steel Frame Beam-Column Joints
p.27

Influence of Stiffness Weakening at Construction Joints on the Deflection of Cantilevering-Cast Prestressed Concrete Box Girder
p.34

Internal Force Analysis of Frame Structure Considering the Soil Constraint
p.38

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 777Application of Damaged Plasticity Model on...

Application of Damaged Plasticity Model on Slab-Column Joints

Abstract:

By the analysis of reinforced concrete slab, combined with experiment tests the feasibility of damaged plasticity model for concrete. Using parametric analyses, further the plastic damage model of related parameters set methods were discussed, concrete dilatation Angle, viscous coefficient, tensile stiffness, tensile damage on the results, in order to the design of slab-column connections engineering personnel to provide the reference.

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Periodical:

Applied Mechanics and Materials (Volume 777)

Pages:

13-17

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.777.13

Citation:

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Online since:

July 2015

Authors:

Hui Ding, Jian Ping Wang, Cheng Fan*

Keywords:

Damaged Plasticity Model, Dilatation Angle, Finite Element Analysis, Tensile Stiffness, Viscous Coefficient

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* - Corresponding Author

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