ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE

Hou Jingpeng; Yuan Yong

doi:10.13204/j.gyjz200901021

Volume 39 Issue 1

Dec. 2014

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Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021

Citation:

Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021

Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021

Citation:

Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021

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ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE

doi: 10.13204/j.gyjz200901021

Hou Jingpeng¹,
Yuan Yong²

1.
1. School of Civil Engineering,Northeast University of Electric Power,Jilin 132012,China;
2.
2. School of Civil Engineering,Tongji University,Shanghai 200092,China

Received Date: 2008-01-28
Publish Date: 2009-01-20

Abstract

Abstract

Cracking of concrete caused by early age volume changes such as shrinkage and thermal deformati on is always a problem for cast-in-place concrete structures. Such premature cracki ng affects the serviceability, durability, and even safety of the concrete structure. Integrated analysis is preformed for deformation-caused cracking from the aspects of materials, structures and constructions. Based on the bond-slip theory, cracki ng mechanism and parameters are analyzed and calculated for the axial restrained reinforced concrete members, and finally the differences in mechanical properties between load-caused and deformation-caused crackings are compared.
- reinforced concrete,
- restraint,
- deformation,
- crackin

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References(6)

References

[2] 袁勇. 混凝土结构早期裂缝控制[M]. 北京: 科学出版社, 2004: 25-30.

王铁梦. 工程结构裂缝控制[M]. 北京: 中国建筑工业出版社, 1997: 1-10.

[3] 富文权, 韩素芳. 混凝土工程裂缝分析与控制[M]. 北京: 中国铁道出版社, 2002: 33- 35.

[4] Pigon M. Equipment for the Analysis of the Behavior of Concrete Under Restrained Shrinkage at Early-Ages [J]. Magazine of Concrete Research, 2000, 52(4): 297-302.

[5] Gilbert R L. Shrinkage, Cracking and Deflection-the Serviceability of Concrete Structures [J]. Electronic Journal of Structural Engineering, 2001, 1(1): 2-14.

[6] Sule M, Breugel K Van. Cracking Behavior of Reinforced Concrete Subjected to Early-age Shrinkage[J]. Materials and Structures, 2005, 34(7): 284-292.

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