Response of reinforced concrete to reverse cyclic loading
This thesis investigates the response of cracked reinforced concrete subjected to reverse cyclic loading with particular emphasize on the contribution from tensile stresses in cracked concrete. An iterative strain compatibility approach using a nonlinear bond stress-slip relationship was implemented...
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| Format: | Others |
| Language: | English |
| Published: |
2008
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| Online Access: | http://hdl.handle.net/2429/1363 |