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The effects of degradation on the probability of failure are computed to determine serviceability at various stages of degradation in reinforced concrete members.
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The performance and behavior of reinforced concrete structures at serviceability limit state and at ultimate limit state highly rely on the bond interaction between reinforcement and surrounding concrete; therefore a proper evaluation regarding the bond behavior under corresponding state is particularly critical.
The design method is based on plastic analysis of beam section at ultimate loads and elastic analysis at serviceability loads.
Serviceability is expected at 0.5% drift according to the methodology.
The paper investigates the response of steel concrete composite beams at serviceability limit state.
In addition, the maximum shear force is limited at serviceability limit states in order to avoid significant inelastic behaviour.
Code formulations and other prediction models are examined and compared with experimental results at serviceability and ultimate limit states.
Reinforced concrete members are typically designed based on strength at ultimate limit state and subsequently checked for deflection and crack control at serviceability limit state.
The extended analytical features facilitating research on the STM to exhibit good performance at serviceability and ultimate load levels are also described.
FRP strengthening using the two proposed systems found to increase the loads at serviceability limit by 10%and31%1%, while ultimate strength was increased by 54% and 105%.
This work presents a new composite connector, which can be used to enhance the ductility of a structure without significant loss of stiffness at serviceability limit states.
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