Please use this identifier to cite or link to this item:
http://localhost:8080/xmlui/handle/123456789/2655Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Naga Satish Kumar, C. | - |
| dc.contributor.author | Gunneswara Rao, T.D. | - |
| dc.date.accessioned | 2025-01-10T05:11:10Z | - |
| dc.date.available | 2025-01-10T05:11:10Z | - |
| dc.date.issued | 2012-03 | - |
| dc.identifier.citation | 10.1016/j.engfracmech.2012.01.004 | en_US |
| dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/2655 | - |
| dc.description | NITW | en_US |
| dc.description.abstract | In this paper an analytical model is presented to predict the punching shear resistance of concrete slabs using fracture energy concept. The mode-II fracture parameters are obtained by conducting the experiments on double edge notched specimens. The model predicts the force displacements resistance during punching and the stress distribution along the cracked surface. Experimental investigation on punching shear resistance of concrete slabs is also reported to compare the model. The punching shear tests showed that the thickness of slab had a strong influence on the punching shear strength and also very good agreement between the predicted and experimental results. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Engineering Fracture Mechanics | en_US |
| dc.subject | Punching shear | en_US |
| dc.subject | Mode-II fracture parameters | en_US |
| dc.title | Punching shear resistance of concrete slabs using mode-II fracture energy | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | Civil Engineering | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 1-s2.0-S0013794412000240-main.pdf | 1.31 MB | Adobe PDF | View/Open |
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