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Calculation of Deflection of Polymer-Strengthened Reinforced Concrete Beams in Pumping Station |
HU Ji, SHI Qi-yin |
Jiangsu University, Zhenjiang 212013, China |
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Abstract The present work is intended to develop a simplified calculation based on the test data. It is known that the regular pattern of the strengthened section response is trilinear. Closed form equations are developed for the deflection calculation throughout the load range. The formula has a higher precision after verifying by the test date.
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Received: 08 August 2013
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