Titlebook: Concrete Fracture Models and Applications; Shailendra Kumar,Sudhirkumar V Barai Book 2011 Springer-Verlag Berlin Heidelberg 2011 Cohesive

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https://doi.org/10.1007/978-1-4614-1272-4. The size-effect study of various fracture parameters obtained from two-parameter fracture model, size-effect model, effective crack model, double-. fracture model, and double-. fracture model with respect to fictitious crack model is presented in this chapter. To this end, different fracture param

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Introduction to Fracture Mechanics of Concrete,haracterized by stress intensity factors (for linear case) or . integrals (for nonlinear case). The concept of linear elastic fracture mechanics is unable to predict the actual fracture behavior of concrete because the length of the fracture process zone is equal or proportional to the characteristi

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Fracture Behavior of Concrete using Cohesive Crack and Size-Effect Models,ck bridging, aggregate interlocking, etc. The meandering of main crack depends on the concrete mix design and the properties of the aggregate particles such as size, texture, and angularity. This phenomenon results in the energy consumption and affects the apparent toughness of the material. Because

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Fracture Properties of Concrete Based on the ,, Curve Associated with Cohesive Stress Distribution,, and unstable fracture, the complete fracture process can be analyzed with the use of the .. curve associated with cohesive stress distribution in the fracture process zone. The existing . for determining the fracture parameters using the ..-curve method associated with cohesive stress distribution

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Comparison of Fracture Parameters of Concrete Using Nonlinear Fracture Models,. The size-effect study of various fracture parameters obtained from two-parameter fracture model, size-effect model, effective crack model, double-. fracture model, and double-. fracture model with respect to fictitious crack model is presented in this chapter. To this end, different fracture param