CRACK CONTROL OF MASS CONCRETE

Zhang Xinbin; Simon Chen; Cheng Daye; Zhang Zhong

doi:10.13204/j.gyjz201001001

Volume 40 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(1): 1-4

ZHU Qunhong, TONG Ji, TONG Genshu. Effects of Openings on Steel Beams and its Design Suggestions[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 90-97. doi: 10.13204/j.gyjzG21122107

Citation:

Zhang Xinbin, Simon Chen, Cheng Daye, Zhang Zhong. CRACK CONTROL OF MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 1-4. doi: 10.13204/j.gyjz201001001

ZHU Qunhong, TONG Ji, TONG Genshu. Effects of Openings on Steel Beams and its Design Suggestions[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 90-97. doi: 10.13204/j.gyjzG21122107

Citation:

Zhang Xinbin, Simon Chen, Cheng Daye, Zhang Zhong. CRACK CONTROL OF MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 1-4. doi: 10.13204/j.gyjz201001001

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CRACK CONTROL OF MASS CONCRETE

doi: 10.13204/j.gyjz201001001

1.
1. MCC Central Research Institute of Building and Construction Co.Ltd,Beijing 100088,China;
2.
2. Atomy Engineer Co. Ltd of Canada,Canada

Received Date: 2009-09-07
Publish Date: 2010-01-20

Abstract

Abstract

Cracking control in massive concreting has been a conventional but complicated problem.Since the very early application of massive concrete,researchers have been studying the cracking mechanism and methods to control them.It has been well known that concrete cracking is resulted from temperature changing (differential temperature) and cement hydration.However,to study and control the cracking by integrating the temperature with hydration mechanisms is a new topic.This paper presents an integrated stress control method based on the study which integrates the temperature with hydration mechanisms.The research result has been applied successfully to foundation concreting for a number of nuclear power plants.
- thermal stress,
- shrinkage stress,
- balance of stress,
- constraints of boundary

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References(12)

References

[2] A rshad A K han. Thermal Properties and Transient Thermal Analys is of Struc tural Mem bers During Hydration[J]. ACI Material Journal 1998,95(3):5-6.

A rshad A K han. Ten sile S trength of Low,Medium,and High Strength Concrete at Early Ages[J]. ACI Material Journal 1996,93(5):8-10.

[3] A rshad A K han. C reep,Shrinkage,and Thermal Strains in Normal Medium,and High-Strength Con cretes During Hydration[J]. ACI Material Journal 1997,94(2):3-4.

[4] AC I 305R Hot Weather Concret ing[S].

[5] ACI 3021R Guide for Concrete Floor and Slab Construction[S].

[6] AC I 302 Concrete Floor and Slab Construction[S].

[7] AC I 301 Specifications for Structural Concrete[S].

[8] AC I 212.3 Chemical Admixtures for Concrete[S].

[9] AC I 122R-02 Guide to Thermal Property of Conc rete[S].

[10] AC I 308.1 Standard Specification for Curing Concrete[S].

[11] A STM 500 High-Tem perature BoltingM aterials,with Expan sion[S].

[12] 刘伟,董必钦.大体积混凝土的温度应力分析及温度裂缝研究[J].工业建筑,2008,38(7):79-81.

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沈阳化工大学材料科学与工程学院沈阳 110142

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