Modelling the failure behaviour of brittle or quasi-brittle materials by analysing the growth of micro-cracks
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,Modeling and Simulation,Computational Mechanics
Link
http://link.springer.com/content/pdf/10.1007/s10704-009-9412-x.pdf
Reference26 articles.
1. Bazant ZP (1976) Instability, ductility and size effect in strain softening concrete. J Eng Mech Div ASCE 102: 331–344
2. Bazant ZP, Cedolin L (1979) Blunt crack band propagation in finite element analysis. J Eng Mech Div-ASCE 105: 297–315
3. Bolander JE, Saito S (1998) Fracture analyses using spring networks with random geometry. Eng Fract Mech 61: 569–591
4. Carpinteri A, Chiaia B (1996) Crack-resistance behavior as a consequence of self-similar fracture topologies. Int J Fract 76: 327–340
5. Carpinteri A, Chiaia B (1997) Multifractal scaling laws in the breaking behaviour of disordered materials. Chaos Solitons Fractals 8: 135–150
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. A non-local approach to crack process modeling in ceramic materials subjected to thermal shock;Engineering Fracture Mechanics;2015-01
2. A damage model for crack prediction in brittle and quasi-brittle materials solved by the FFT method;International Journal of Fracture;2012-01-19
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