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Publisher: American Society of Civil Engineers
Abstract: The lower elastic modulus of fiber-reinforced polymer (FRP) bars over steel rebar renders the postcracking deflection of FRP concrete beams critical under serviceability limit states. To predict the deflection of FRP ...
Modeling ASR/DEF Expansion Strains in Large Reinforced Concrete Specimens
Publisher: American Society of Civil Engineers
Abstract: A recent alkali silica reaction (ASR)/delayed ettringite formation (DEF) expansion model was modified to account for the load-induced precracks within a structure. Factors such as the orientation of the exposure face, the ...
Experimental Behavior of Large Reinforced Concrete Specimen with Heavy ASR and DEF Deterioration
Publisher: American Society of Civil Engineers
Abstract: Slight and moderate amounts of deterioration caused by alkali silica reaction (ASR)/delayed ettringite formation (DEF)-induced expansion in reinforced concrete specimens do not markedly or detrimentally affect its structural ...
A Base Study to Investigate MASH Conservativeness of Occupant Risk Evaluation
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The manual for assessing safety hardware (MASH) defines crash tests to assess the impact performance of highway safety features in frontal and oblique impact events. Within MASH, the risk of injury to the occupant is ...