FE investigations of the effect of fluctuating local tensile strength on coupled energetic-statistical size effect in concrete beams

被引：24
|
作者：
Syroka-Korol, E. [1 ]
Tejchman, J. [1 ]
Mroz, Z. [2 ]
机构：
[1] Gdansk Univ Technol, Fac Civil & Environm Engn, Gdansk, Poland
[2] Polish Acad Sci, Inst Fundamental Technol Res, Warsaw, Poland
来源：
ENGINEERING STRUCTURES | 2015年 / 103卷
关键词：
Autocorrelation length; Concrete beam; Elasto-plasticity; Non-local softening; Random field; Size effect; Strain localization; Tensile strength; NONLOCAL DAMAGE MODEL; STOCHASTIC ELASTOPLASTICITY; FRACTURE; SIMULATION; EVOLUTION;
D O I：
10.1016/j.engstruct.2015.09.011
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The effect of fluctuating local tensile strength on a coupled energetic statistical size effect in plain concrete beams under bending was numerically investigated. First, the influence of varying autocorrelation length of the random field describing a spatial variation of local tensile strength was studied. Next, the influence of the coefficient of variation of local tensile strength was analyzed. The numerical FE investigations were performed for unnotched concrete beams of similar geometry under quasi-static three point bending within elasto-plastic model assumptions, accounting for non-local softening. The FE analyses were carried out for four different beam sizes. In the calculations, the tensile strength took the form of spatially correlated random field described by a Gaussian distribution. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码：239 / 259
页数：21
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