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Size effect analysis for shear strength of reinforced concrete deep beams
| Content Provider | Scilit |
|---|---|
| Author | Yoshitake, K. Hasegawa, T. |
| Copyright Year | 2021 |
| Description | Failure analysis of reinforced concrete deep beams is presented using the general purpose finite element system DIANA, with attention towards size effect and effects of bending span to depth ratio on shear behavior. Effects of shape and size of finite elements and boundary conditions on the failure of the beams are also investigated. It is shown that the maximum shear strength and failure process of the deep beams can be well simulated by the present analysis method. It has been proved that the element shape can influence on the pre-peak shear response and tensile modeling alone, which takes into account fracture energy, is not sufficient to simulate the size effect of shear strength in reinforced concrete deep beams. Furthermore, the bending span to depth ratio has a significant influence on the shear strength, same as the shear span to depth ratio. Book Name: Finite Elements in Civil Engineering Applications |
| Related Links | https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003211365-26&type=chapterpdf |
| Ending Page | 193 |
| Page Count | 9 |
| Starting Page | 185 |
| DOI | 10.1201/9781003211365-26 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2021-06-09 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Finite Elements in Civil Engineering Applications Civil Engineering Deep Beams Shear Strength Behavior Reinforced Concrete Size Effect Concrete Deep Depth Ratio |
| Content Type | Text |
| Resource Type | Chapter |
