Stress-Strain Model of Unconfined and Confined Concrete and Stress-block Parameters
Stress-strain relations for unconfined and confined concrete are proposed to overcome some shortcomings of existing commonly used models. Specifically, existing models are neither easy to invert nor integrate to obtain equivalent rectangular stress-block parameters for hand analysis and design purpo...
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| Format: | Others |
| Language: | English |
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2010
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| Online Access: | http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7545 |