Experimental study on compressive strength of in-situ concrete tested with arc pressure method

被引:0
|
作者
Yang, Suhang [1 ,2 ]
Hu, Chen [3 ]
Xu, Zhifeng [4 ]
机构
[1] Changzhou Inst Technol, Sch Civil Engn & Architecture, Changzhou, Peoples R China
[2] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing, Peoples R China
[3] Xian Univ Architecture & Technol, Sch Civil Engn, Xian, Peoples R China
[4] Shandong Univ Sci & Technol, Coll Civil Engn & Architecture, Qingdao 266590, Peoples R China
基金
中国国家自然科学基金;
关键词
APTM; Concrete core; Compressive strength; In-situ test;
D O I
10.1680/jmacr.23.00177
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The innovative Arc Pressure Testing Method (APTM) is adopted in this study to obtain the strength of in-situ concrete and reduce damage to the concrete structure. This method is related to the double shear plane of the concrete core. A specific APTM apparatus is used to apply loads for obtaining the approximate pure shear stress and shear strength of the concrete core. Factors affecting the strength of concrete, such as aggregate type and concrete moisture, were excluded through experiments. The compressive strength range of the tested cube concrete samples is 20-60MPa. The reliability and repeatability of APTM are superior to in-situ testing techniques such as Schmidt Hammer (SRH) and pull-out testing methods. The experimental results indicate that APTM is suitable for in-situ testing of concrete compressive strength of prefabricated buildings, beam-column joints other dense steel structures. Compared with other testing methods, its accuracy is much higher, and the damage to the structure is minimized.
引用
收藏
页码:427 / 437
页数:11
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