Predicting shear type crack initiation and growth in concrete with non-linear finite element method
作者： Richard Malm
DOI:
关键词: Materials science 、 Structural engineering 、 Shear (geology) 、 Beam (structure) 、 Crack initiation 、 Mathematical model 、 Cantilever 、 Cracking 、 Nonlinear system 、 Finite element method
摘要: In this thesis, the possibility to numerically describing behaviour that signifies shear type cracking in concrete is studied. Different means for are evaluated where both ...
参考文章(1)
H Mang, N Bicanic, R De Borst, None, Computational modelling of concrete structures conference; Computer modelling of concrete structures: EURO-C 1994, International Conference held in Innsbruck, Austria, 22nd-25th March 1994; 1994-03-22; 1994-03-22. ,(1994)