Experimental Study on the Compressive Strength of Big Mobility Concrete with Nondestructive Testing Method

被引：22

作者：

Shang, Huai-Shuai ^{[2
,3
]}

Yi, Ting-Hua ^{[1
]}

Yang, Lu-Sheng ^{[4
]}

机构：

[1] Dalian Univ Technol, Res Ctr Struct Hlth Monitoring & Control, Sch Civil Engn, Dalian 116023, Peoples R China

[2] Qingdao Technol Univ, Sch Civil Engn, Qingdao 266033, Peoples R China

[3] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China

[4] Weifang Municipal Engn Construct Dept, Weifang 261031, Peoples R China

来源：

ADVANCES IN MATERIALS SCIENCE AND ENGINEERING | 2012年 / 2012卷

基金：

中国国家自然科学基金;

关键词：

D O I：

10.1155/2012/345214

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

An experimental study of C20, C25, C30, C40, and C50 big mobility concrete cubes that came from laboratory and construction site was completed. Nondestructive testing (NDT) was carried out using impact rebound hammer (IRH) techniques to establish a correlation between the compressive strengths and the rebound number. The local curve for measuring strength of the regression method is set up and its superiority is proved. The rebound method presented is simple, quick, and reliable and covers wide ranges of concrete strengths. The rebound method can be easily applied to concrete specimens as well as existing concrete structures. The final results were compared with previous ones from the literature and also with actual results obtained from samples extracted from existing structures.

引用

页数：6

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