کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
800998 | 1467540 | 2008 | 17 صفحه PDF | دانلود رایگان |
![عکس صفحه اول مقاله: Influence of particle density on 3D size effects in the fracture of (numerical) concrete Influence of particle density on 3D size effects in the fracture of (numerical) concrete](/preview/png/800998.png)
In this paper, three-dimensional beam lattice models are extended and used for simulating size effects on strength of 3-point bending fracture experiments on concrete. At the meso-level concrete is schematized as a three-phase material, consisting of aggregate particles, cement matrix and the bond zone, which separates these two phases. Displacement-controlled 3-point bending experiments are simulated varying the particle density Pk (Pk = 0%, 15%, 35% and 55%) and the specimen size, which is scaled in all three dimensions in a range of 1:8 (volume range 1:512), containing between 15,703 and 7,448,373 lattice elements. The numerical analyses show particle density dependent scaling behaviour of strength. For very low (0%) and high (55%) particle density, scaling comes close to classical Weibull theory; for intermediate densities a significantly different power emerges caused by stable pre-critical crack growth leading to hardening.
Journal: Mechanics of Materials - Volume 40, Issue 6, June 2008, Pages 470–486