Journal
BOLETIN DE LA SOCIEDAD ESPANOLA DE CERAMICA Y VIDRIO
Volume 58, Issue 2, Pages 64-68Publisher
ELSEVIER SCIENCE BV
DOI: 10.1016/j.bsecv.2018.06.003
Keywords
Concrete fracture; Cohesive model
Categories
Ask authors/readers for more resources
This paper presents an original procedure to determine the softening curve in concrete from a diametric Brazilian test and a three point bend test. An inverse procedure is proposed combining experimental results, numerical finite element computation and an iterative algorithm, called algorithm AMS-UPM, developed expressly for this research. The starting point of the algorithm is a bilinear softening curve, on which a successive transformations are applied decreasing the difference between the experimental and numerical results in each step. The procedure has been applied successfully to two conventional concretes. The final result is a softening curve that adjusts almost perfectly experimental data of the three point bending test. (C) 2018 SECV. Published by Elsevier Espana, S.L.U.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available