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Experimental Study and Numerical Modeling of Cyclic Bond–Slip Behavior of Basalt FRP Bars in Concrete
Publisher: American Society of Civil Engineers
Abstract: This study aims to explore the cyclic bond–slip behavior of basalt fiber-reinforced polymers (BFRP) bars. Experimental pullout tests under monotonic and cyclic loading patterns were conducted in order to examine the effect ...
Seismic Behavior of Moderate-Aspect-Ratio Concrete Bridge Wall Piers Reinforced with Steel and GFRP Reinforcements
Publisher: American Society of Civil Engineers
Abstract: Abstract A comprehensive nonlinear finite-element analysis (FEA) was conducted to investigate
the nonlinear cyclic response of moderate-aspect-ratio (height/length ranging from
two to four) concrete bridge wall piers ...
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