Effect of aggregate shape on the mechanical properties of a simple concrete

被引:137
作者
Rocco, C. G. [1 ]
Elices, M.
机构
[1] Univ Nacl La Plata, Fac Ingn, Area Dept Construcc, RA-1900 La Plata, Argentina
关键词
Concrete; Cohesive model; Fracture energy; Aggregate shape; Softening function; 3-POINT BEND TESTS; FRACTURE ENERGY; SIZE; MODEL;
D O I
10.1016/j.engfracmech.2008.10.010
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The influence of aggregate shape on the fracture energy, tensile strength and elasticity modulus in concrete is considered. For this purpose, eight simple cement-based composites were designed, manufactured and tested, with two purposes: to provide experimental data that can throw some light on this involved problem and help in the design of future cement-based composites, and supply information that can be used as a benchmark for checking numerical models of concrete failure, as this simple composite is amenable to being modelled quite easily. Thirty-six notched beams were tested and values of the fracture energy and elasticity modulus were recorded. The tensile strength was measured from indirect standard tensile tests. Comparison with available experimental data is also included and discussed. Fracture was modelled using a cohesive crack with a bilinear softening function: data of the softening function inferred from the experimental measurements are also provided and discussed. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:286 / 298
页数:13
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