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

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21#
發(fā)表于 2025-3-25 07:18:09 | 只看該作者
22#
發(fā)表于 2025-3-25 10:25:00 | 只看該作者
23#
發(fā)表于 2025-3-25 12:16:04 | 只看該作者
Introduction to Fracture Mechanics of Concrete,e process zone in concrete using nonlinear fracture models. In this chapter, an introduction of fracture mechanics applications to concrete-like materials is described. The need of evoking fracture mechanics to model the behavior of concrete materials/structures is also discussed. Finally, organizat
24#
發(fā)表于 2025-3-25 16:52:07 | 只看該作者
,Fracture Mechanics of Concrete – State-of-the-Art Review,on to practical engineering problems. In the second category generally, two numerical methods – discrete cracking approach and the smeared-cracking approach – are employed to simulate the nonlinear fracture process of concrete. This chapter reports briefly the development and introduction of differe
25#
發(fā)表于 2025-3-25 23:58:16 | 只看該作者
Fracture Behavior of Concrete using Cohesive Crack and Size-Effect Models,en because of its simplicity and predicting capability of nonlinear fracture behavior. In this chapter, cohesive crack model is developed for three-point bending test and compact tension specimen and the numerical results obtained using numerical models are compared with some experimental results av
26#
發(fā)表于 2025-3-26 01:33:36 | 只看該作者
Fracture Properties of Concrete Based on the ,, Curve Associated with Cohesive Stress Distribution,g the need of the specialized numerical technique. Further, study of the influence of various factors including softening function of concrete, specimen size, specimen geometry, and loading condition on the various fracture parameters associated with the .. curve is carried out.
27#
發(fā)表于 2025-3-26 07:32:53 | 只看該作者
Comparison of Fracture Parameters of Concrete Using Nonlinear Fracture Models,ed from various nonlinear fracture models including the double-. and double-. fracture parameters are influenced by the specimen size. These fracture parameters maintain some definite interrelationship depending upon the specimen size and the relative size of initial notch length.
28#
發(fā)表于 2025-3-26 12:15:48 | 只看該作者
David Roland-Holst,Maurizio Bussoloe process zone in concrete using nonlinear fracture models. In this chapter, an introduction of fracture mechanics applications to concrete-like materials is described. The need of evoking fracture mechanics to model the behavior of concrete materials/structures is also discussed. Finally, organizat
29#
發(fā)表于 2025-3-26 15:49:34 | 只看該作者
30#
發(fā)表于 2025-3-26 19:33:16 | 只看該作者
https://doi.org/10.1007/978-981-10-5993-3en because of its simplicity and predicting capability of nonlinear fracture behavior. In this chapter, cohesive crack model is developed for three-point bending test and compact tension specimen and the numerical results obtained using numerical models are compared with some experimental results av
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