Mechanics Model of Stress Compute on Contract Deformation of the Concrete’s Foundation Mat

Yu Hui Dong; Hui Min Wang; Xiu Mei Wang; Hua Xing

doi:10.4028/www.scientific.net/AMR.378-379.179

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 378-379Mechanics Model of Stress Compute on Contract...

Mechanics Model of Stress Compute on Contract Deformation of the Concrete’s Foundation Mat

Abstract:

It is a knotty problem in the actual project, that contraction deformation produce stretching stress on the concrete engineering. To counter deformation characteristic of the large-scale concrete foundation mat in construction temperature field,this paper has put a complete set of compute mechanics model of stress analysis and influence limits of constrained deformation on the basis of Saint-Venant’s principle. A number of computing formulas were inferred with theory of materil mechanics and structural mechanics,so that have obtained a set of analysis methods.By theory analysing and computing an actual project, it was that compute result accorded with structure law and the seat of compute crack was identical with cracking seat of the actual project.So, the achievement has the same values about the theory and the engineering application.

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Periodical:

Advanced Materials Research (Volumes 378-379)

Pages:

179-186

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.378-379.179

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Online since:

October 2011

Authors:

Yu Hui Dong, Hui Min Wang, Xiu Mei Wang, Hua Xing

Keywords:

Compute Mechanics Model, Constrained Deformation, Crack, Deformation of Concrete Contraction, Influence Limits, Temperature Stress

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References

[1] Abdallah I. Husein Malkawi1; Saad A. Mutasher2; and Tony J. Qiu3, JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER (2003 ) pp.177-187.

Google Scholar

[2] K. Bhaleraoa,W. Shenb A.B.O. Soboyejoa W.O. Soboyejob, Vol. 25 (2003), p.607–615.

Google Scholar

[4] Hua Xing, XiuMei Wang, YuHui Dong, BEIJING, GEOTECHNICAL ENGINEERING WORLD(10/2007 ), pp.44-46(in chinese).

Google Scholar

[5] Chief editor of Long yu-qiu, Baoshi-hua, etc, STRUCTURAL MECHANICS (two edition), BEIJING, HIGHER EDUCATION PRESS (12/2004 ) pp.459-460(in chinese).

Google Scholar

[6] FuWen Quan, HanSu Fang, THE CRACK ANSLYISIS AND CONTROL OF THE CONCRETE ENGINEERING, BEIJING, CHINA RAILWAY PUBLISHING HOUSE(2002) pp.28-42(in chinese).

Google Scholar

[7] YuHui Dong, HuiMin Wang, SICHUAN BUILDING SCIENCE (4/2007), pp.77-79(in chinese).

Google Scholar

[8] YuHui Dong, HuiMin Wang, HuiZhong Zheng, Ping Yu, MECHANICS IN ENGINEERING ( 2/2007) pp.46-47(in chinese).

Google Scholar

[9] Wu Yao, WenHui Zhong, CHINESE J0URNAL OF MATERIALS RESEARCH (2/2006) pp.24-28(in chinese).

Google Scholar