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

Author:

Yang Suhang12,Hu Chen3,Xu Zhifeng4

Affiliation:

1. School of Civil Engineering and Architecture, Changzhou Institute of Technology, Changzhou, PR China

2. Key Laboratory of concrete and prestressed concrete structure, Ministry of Education, Southeast University, Nanjing, PR China

3. School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, PR China

4. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, PR China

Abstract

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.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

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