High Temperature Mechanical Behaviors of Concrete

Yuan Xu; Ru Heng Wang; Hua Chuan Yao; Bin Jia

doi:10.4028/www.scientific.net/AMR.168-170.436

Paper Titles

A Simple Model of Predicting the Degree of Hydration of Concrete Using Artificial Neural Networks
p.412

Analytical Modeling of Flutter Aerodynamic Derivatives for Open-Truss Stiffened Suspension Bridge
p.418

Analysis and Comparison on Mechanical Properties between Full-Graded and Wet-Screened Concretes
p.426

The Internal Forces and Deflection of a Simply-Supported Hip-Truncated Combined Parabolical Cylinder Roof
p.430

High Temperature Mechanical Behaviors of Concrete
p.436

Study On Damage Characteristics Of Concrete Under Impact Load
p.442

Experimental Study on High Performance Ceramsite Using Yongjiang River Site
p.446

Mechanical Characteristic of a Simple Supported Combined Parabolical Roof
p.451

Orthogonal Experimental Study on Properties of Hybrid Fiber Reinforced Cement Mortar
p.456

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170High Temperature Mechanical Behaviors of Concrete

High Temperature Mechanical Behaviors of Concrete

Abstract:

Using microwave heating method to establish a set of effective technology about uniaxial compression test of concrete, and obtain the experiment phenomenon of concrete when the temperature is 16 -650 . Experiment results indicate that when concrete is damaged by high temperature, the strength of concrete decreases, the peak strain increases, and the elastic modulus decreases. Based on test data, a unified equation was putted forward to describe the relation between concrete compressive strength, the peak strain, elastic modulus and temperature. While, obtain concrete temperature stress and strain curve, and analysis shows that it gradually becomes compressed with the increase of temperature, peak point falls and moves right obviously.

You might also be interested in these eBooks

Advances in Building Materials, ICSBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

436-441

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.436

Citation:

Cite this paper

Online since:

December 2010

Authors:

Yuan Xu, Ru Heng Wang, Hua Chuan Yao, Bin Jia

Keywords:

Concrete, High-Temperature, Mechanical Property

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Nan Jianlin, Guo Zhenhai, Shi Xudong: Concrete temperature - coupling constitutive relation (Journal of Tsinghua university. 1997, 37 (6) : 87-90. ).

Google Scholar

[2] Schneider U: Concrete at High-Temperature-a General ReView (Fire Safety Journal, 1988, 13( 1): 55-68. ).

Google Scholar

[3] Liu Lixian, Lv Long, Liu Zheng, Wang Haiyin: Study of the mechanical properties of concrete under and afteg high temperature (Science of building, 1993, 25 (3) : 16-20. ).

Google Scholar

[4] Chen Lei, Li Bin, Teng Taoju, Chen Tailin. Study of the mechanical properties of concrete under high temperature (J, 2003, (7) : 26-28. ).

Google Scholar

[5] N.R. Short J.A. Purkiss S.E. Guise: Assessment of fire damaged concrete using colour image analysis (Construction and Building Materials, 2001, (15): 9-15. ).

DOI: 10.1016/s0950-0618(00)00065-9

Google Scholar

[6] An Huiqun, Study of the mechanical properties of fire damaged concrete (Sichuan university, master thesis, 2004).

Google Scholar

[7] Guo Zhenhai, Shi Xudong: The principle and analysis of reinforced concrete (Beijing: Tsinghua university press, 2003).

Google Scholar

[8] Li Wei: Study of the strength and deformation performance of concrete (Journal of civil engineering, tsinghua university, Beijing 1994. 03. ).

Google Scholar