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Modeling of concrete cracking—A hybrid technique of using displacement discontinuity element method and direct boundary element method

✍ Scribed by Mohammed Ameen; B.K. Raghu Prasad; A.R. Gopalakrishnan


Book ID
108122855
Publisher
Elsevier Science
Year
2011
Tongue
English
Weight
335 KB
Volume
35
Category
Article
ISSN
0955-7997

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Short fatigue crack propagation often determines the service life of cyclically loaded components and is highly influenced by microstructural features such as grain boundaries. A two-dimensional model to simulate the growth of these stage I-cracks is presented. Cracks are discretised by displacement