Predicting shear type crack initiation and growth in concrete with non-linear finite element method
In this thesis, the possibility to numerically describing the behaviour that signifies shear type cracking in concrete is studied. Different means for describing cracking are evaluated where both methods proposed in design codes based on experiments and advanced finite element analyses with a non-...
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Format: | Doctoral Thesis |
Language: | English |
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KTH, Bro- och stålbyggnad
2009
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Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-10156 |