Strengthening of RCC beam using FRP laminates
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Date
2020-05
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AIKTC
Abstract
As we know Concrete is strong in compression and weak in tension because of structural
cracking at a relatively low level of stress, it means concrete doesn’t behave same in tension
and compression but Steel reinforcement bars behave similarly in tension and compression.
The stress–strain response of concrete in compression is nearly linear at the beginning of
loading up to approximately 0.7 fc . Beyond that stress, the response becomes highly
nonlinear up to failure. The ultimate strength of concrete in tension is relatively low.
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Project Report - CE