Size effect on compressive strength of reactive powder concrete

Journal of China University of Mining and Technology

Volumn 18, Issue 2, 2008, Pages 279-282

  AN, Ming zhe ^a   ZHANG, Li jun ^b   YI, Quan xin ^c  

^a BEIJING JIAOTONG UNIVERSITY   (China)

^b Wuzhou Engineering and Research Institute   (China)

^c Beijing Branch   (China)

Author keywords

compressive strength; forecast formula; influence factor; reactive powder concrete (RPC); size effect

Indexed keywords

BOOLEAN FUNCTIONS; CONCRETES; ELECTRIC NETWORK ANALYSIS; EXPERIMENTS; FIBER OPTICS; ICE; PARTICLE SPECTROMETERS; SIZE DETERMINATION; STRENGTH OF MATERIALS;

HIGH-STRENGTH CONCRETE (HSC); REACTIVE POWDER CONCRETE (RPC); SIZE EFFECTS; STRENGTH (IGC: D5/D6);

COMPRESSIVE STRENGTH;

EID: 47349121949     PISSN: 10061266     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1006-1266(08)60059-0     Document Type: Article

References (6)

1. Shan B. Experimental Study on the Basic Mechanical Performance of Reactive Powder Concrete (2002), Hunan University, Hunan [Master dissertation]. (In Chinese).
2. Weibull W. A statistical distribution function of wide applicability. Journal Appl Mech 18 (1951) 293-297
3. Bazant Z., Xi Y., and Reid S. Statistical size effect in quasi-brittle structures: is Weibull theory applicable?. Journal of Engineering Mechanics 117 11 (1991) 2609-2622
4. Carpinteri A. Scaling laws and renormalization group for the strength toughness of disordered materials. International Journal of Solids and Structures 31 (1994) 291-302
5. Bazant Z., and Xiang Y. Size effect in compression fracture: splitting crack band propagation. Journal of Engineering Mechanics 123 2 (1997) 122-127
6. Gao D., and Liu J. The Basic Theory of Steel Fibre Concrete (1994), The Technology Literature Publishing Company, Beijing (In Chinese).