Damage Constitutive Relationship of SRC Member Nonlinear Analysis

Shan Suo Zheng; Shun Li Che; Lei Li; Liang Zhang; Qin Zhao

doi:10.4028/www.scientific.net/KEM.348-349.833

Paper Titles

The Asymptotic Elastic-Viscoplastic Field at Mode I Dynamic Propagating Crack-Tip
p.817

Crack-Tip Stress Fields in FGMs under Anti-Plane Shear Impact Loading Using the Non-Local Theory
p.821

An R-Curve Approach for Fracture of Ultra High Performance Cementitious Composites
p.825

Direct Tensile Performance of UHPCC Element Based on Damage Mechanics
p.829

Damage Constitutive Relationship of SRC Member Nonlinear Analysis
p.833

Seismic Damage Model for Steel Reinforced High Strength and High Performance Concrete Frame Joints
p.837

Characteristics of Fracture Mechanics for Crack Tip near the Interface between Steel and Concrete in Composite Structures
p.841

Theoretical Model for Interfacial Nonlinear Bond Softening Behavior between Embedded Steel and HSHPC
p.845

Theoretical Analysis and Experimental Study on Damage Probability of HSHP Concrete
p.849

HomeKey Engineering MaterialsKey Engineering Materials Vols. 348-349Damage Constitutive Relationship of SRC Member...

Damage Constitutive Relationship of SRC Member Nonlinear Analysis

Abstract:

The damage constitutive relationship is a key problem to nonlinear analysis of structural members. It is much more necessary to study systematically related damage constitutive relationship of steel reinforced concrete (SRC) members because of their peculiarity. Based on the experimental phenomena analysis and damage theory, the mesoscopic failure mechanism of concrete as well as the interface of shaped steel and concrete is analyzed. At the same time, their mesoscopic damage models and corresponding assumptions of the models are established by considering material failure characteristics. Subsequently, the mechanism of the models is analyzed, which indicates that they fit to simulate failure process of the materials. According to the models, the related damage constitutive relationship for SRC members is deduced by principle of energy and force balance. Combined with corresponding experimental study, it is shown that the constitutive relationship presented is reasonable and practicable, so it facilitates SRC member nonlinear analysis.

You might also be interested in these eBooks

Advances in Fracture and Damage Mechanics VI

View Preview

Info:

Periodical:

Key Engineering Materials (Volumes 348-349)

Pages:

833-836

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.348-349.833

Citation:

Cite this paper

Online since:

September 2007

Authors:

Shan Suo Zheng, Shun Li Che, Lei Li, Liang Zhang, Qin Zhao

Keywords:

Constitutive Relationship, Damage, Non-Linear Analysis, SRC Composite Member

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] S. S. Zheng, S. L. Che. Study on Failure Criteria and Constitutive Relationships of High Strength and High Performance Concrete Applied to Steel Reinforced Concrete Structures. The Ninth International Symposium on Structural Engineering for Young Experts, Fuzhou & Xiamen, China (2006).

Google Scholar

[2] Z. H. Guo. Strength and Deformation of Concrete-Experimental basis and constitutive relationship . Published by Tsinghua University Press, (1997).

Google Scholar

[3] S. S. Zheng, G. Z Deng. Experimental study on bond-slip performance between steel shape and concrete in SRC structures. Engineering Mechanics, Vol. 20 (2003), 63-69.

Google Scholar