Stress-Strain Behavior of Cementitious Materials with Different Sizes

被引:1
|
作者
Zhou, Jikai [1 ]
Qian, Pingping [1 ]
Chen, Xudong [1 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
HIGH-STRENGTH CONCRETE; COMPRESSIVE STRENGTH; FRACTURE-MECHANICS; TENSILE-STRENGTH; CONSTITUTIVE MODEL; FLEXURAL STRENGTH; UNIAXIAL TENSION; SPECIMEN SIZE; DAMAGE; ENERGY;
D O I
10.1155/2014/919154
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The size dependence of flexural properties of cement mortar and concrete beams is investigated. Bazant's size effect law and modified size effect law by Kim and Eo give a very good fit to the flexural strength of both cement mortar and concrete. As observed in the test results, a strong size effect in flexural strength is found in cement mortar than in concrete. A modification has been suggested to Li's equation for describing the stress-strain curve of cement mortar and concrete by incorporating two different correction factors, the factors contained in the modified equation being established empirically as a function of specimen size. A comparison of the predictions of this equation with test data generated in this study shows good agreement.
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收藏
页数:11
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