Development of pressure-impulse curves for Fiber Reinforced Polymer strengthened reinforced concrete walls
Most research on using Fiber Reinforced Polymer (FRP) to repair and strengthen reinforced concrete structures to resist blast and impact loads are experimentally based. Little quantitative information relating the capacity increament with the FRP strengthening measures is available, and some inconsi...
| Main Authors: | , |
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| Format: | Book Chapter |
| Published: |
2011
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| Online Access: | http://hdl.handle.net/20.500.11937/30768 |