Prediction of Compressive Strength of Concrete Using Double-Shear Testing Method

Author:

Yang Suhang1,Zhu Haidong2,Xu Zhifeng3

Affiliation:

1. Lecturer, School of Civil Engineering, Changzhou Institute of Technology, Changzhou 213032, PR China; Key Laboratory of Concrete and Prestressed Concrete Structure, Ministry of Education, Southeast Univ., Nanjing 211189, PR China.

2. Lecturer, School of Civil Engineering, Zhejiang Univ. of Water Resources and Electric, Hangzhou 310018, PR China.

3. Lecturer, College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, Qingdao 266590, PR China; Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong Univ. of Science and Technology, Qingdao 266590, PR China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference16 articles.

1. Shear strength of steel fiber-reinforced concrete;Amir A. M.;ACI Mater. J.,2002

2. Effect of moisture condition on concrete core strengths;Bartlett F. M.;ACI Mater. J.,1994

3. Experimental investigation of tack coat fatigue performance: Towards an improved lifetime assessment of pavement structure interfaces

4. A new method for determining the pure shearing strength of concrete;Iosipescu N.;Concrete,1969

5. Double shear test behaviour of balau species for different end distance;Malek N. J. A.;Jurnal Teknologi,2016

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