Research on Cross-Sectional Area Converting Principle Based Model of FRP Confined Concrete Axial Compressive Strength

Tian Zhi Zhu; Ming Zhang; Yan Ying Dong

doi:10.4028/www.scientific.net/AMR.243-249.5541

Paper Titles

The Settlement Analysis and Reinforcement of a Cast-In Situ Concrete Floor
p.5523

Rehabilitation of Concrete Beam by Using Martensitic Shape Memory Alloy Strands
p.5527

Finite-Element Analysis for CFRP Reinforced Old RC Beam under Secondary Loading
p.5531

Effect of Electrochemical Chloride Extraction on the Bond Performance between Steel Bar and Concrete
p.5536

Research on Cross-Sectional Area Converting Principle Based Model of FRP Confined Concrete Axial Compressive Strength
p.5541

Test and Analysis on Seismic Strengthening Effects of FRP Wrapped RC Exterior Joints
p.5547

Exploration on the Underpinning Technology of One Masonry Structure
p.5552

Study on the Rehabilitation and Strengthening Technology of an Auxiliary Shaft RC Headframe in a Colliery
p.5557

Study on the Effects of Realkalization Rehabilitation Method Auxiliary Alcamines Inhibitors in Simulative Experiment
p.5562

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Research on Cross-Sectional Area Converting...

Research on Cross-Sectional Area Converting Principle Based Model of FRP Confined Concrete Axial Compressive Strength

Abstract:

Fiber reinforced plastics (FRP) has been widely used in structure reinforcement processing. It is a comparatively mature field in computational models of cylindrical axial compressive strength on FRP confined concrete. In this paper, we conduct a possessive analysis on the axial compressive property that is based on the cylindrical stress model of FRP confined concrete, considering the difference among square column section, rectangular column and cylindrical column. Meanwhile, based on cross-sectional area and moment of inertia equivalent principles, we propose an equivalent diameter formula for converting rectangular column section into cylindrical column section. We also introduce sectional influence coefficients to modify ultimate strength and establish a model of ultimate strength for FRP confined concrete. Furthermore, we use the existing experimental data to test the validity and feasibility of the model. Experimental Results of the computational model are quite coincident and consistent with the tests. Computational model can reflect the true characteristics of FRP confined concrete. Therefore, the models proposed in this paper are significant in the practice of construction project.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

5541-5546

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.5541

Citation:

Cite this paper

Online since:

May 2011

Authors:

Tian Zhi Zhu, Ming Zhang, Yan Ying Dong

Keywords:

Concrete Rectangular Column, Confined Concrete, Fiber Reinforced Plastic, Pressive Strength

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] M. Jia and H. Chen: Industrial Construction. 32(5) (2002), pp.65-67

Google Scholar

[2] F. Hu and B. Liu: Journal of Architecture and Civil Engineering. 23(1) (2006), pp.63-67

Google Scholar

[3] L. Lam and J.G Teng: Stress-strain models for FRP-confined Concrete, Research Centre for Advanced Technology in Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China, (2002)

Google Scholar

[4] D. Jing and S. Cao: Building Science 21(2) (2005), pp.13-16

Google Scholar

[5] T. Zhao and J. Xie et. al: Industrial Construction. 31(3) (2001), pp.42-44

Google Scholar