Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core Slabs
Abstract The paper presents the results of flexural and shear tests up to failure on full-scale hollow-core slabs (HCS) having a depth of 500 mm. A detailed non-linear 2D finite element model is also developed to predict the stress distribution and crack pattern within the slabs, providing a well ma...
সংরক্ষণ করুন:
| প্রধান লেখক: | , , , |
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| বিন্যাস: | Artigo |
| ভাষা: | Inglês |
| প্রকাশিত: |
SpringerOpen
2020-07-01
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| মালা: | International Journal of Concrete Structures and Materials |
| বিষয়গুলি: | |
| অনলাইন ব্যবহার করুন: | http://link.springer.com/article/10.1186/s40069-020-00407-y |
| ট্যাগগুলো: |
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