Coupling effect of strain rate and specimen size on the compressive properties of coral aggregate concrete: A 3D mesoscopic study

Author:

Wu Zhangyu,Zhang Jinhua,Yu Hongfa,Ma Haiyan,Chen Li,Dong Wen,Huan Yi,Zhang Yadong

Funder

National Natural Science Foundation of China

Jiangsu Innovation Program for Graduate Education

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference64 articles.

1. Size effect on flexural, splitting tensile, and torsional strengths of high-strength concrete;Zhou;Cement Concr Res,1998

2. Fracture and size effect in concrete and other quasibrittle materials;Bažant,1998

3. A statistical theory of the strength of materials;Weibull;Proc R Swedish Inst Eng Res,1939

4. Size effects on tensile fracture properties: a unified explanation based on disorder and fractality of concrete microstructure;Carpinteri;Mater Struct,1994

5. Size effect in normal and high-strength concrete cylinders subjected to static and dynamic axial compressive loads;Elfahal,2003

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