Abstract
Steel-fiber reinforced polymer (FRP) composite bar (SFCB) is a new composite material with good corrosion resistance and designable post-yield stiffness. Substitution of steel bar with SFCB can greatly increase the durability and ultimate capacity associated with seismic performance. First, the method and main results of the experiment are briefly introduced, then a simplified constitutive model of composite bar material was applied to simulate the seismic behaviors of the concrete beams reinforced with SFCBs by fiber element modeling. The simulation results were found to be in good agreement with test results, indicating that the finite element model is reasonable and accurate in simulating the seismic behaviors of beams reinforced with SFCB. Based on the numerical simulation method, a parametric study was then conducted. The main variable parameters were the FRP type in composite bars (i.e., basalt, carbon FRP and E-glass FRP), the concrete strength, basalt FRP (BFRP) content in SFCBs and shear span ratio. Seismic behaviors such as load-displacement pushover curves, seismic ultimate capacity and its corresponding drift ratio of the SFCBs reinforced concrete beams were also evaluated. The results showed that (1) the fiber type of the composite bar had a great impact on the mechanical properties of the beam, among which the beam reinforced with BFRP composite bar has higher seismic ultimate capacity and better ductility. With the increase of the fiber bundle in the composite bar, the post-yield stiffness and ultimate capacity of the component increase and the ductility is better; (2) at the pre-yield stage, concrete strength has little influence on the seismic performance of concrete beams while after yielding, the seismic ultimate capacity and post-yielding stiffness of specimens increased slowly with the increase in concrete strength, however, the ductility was reduced accordingly; (3) as the shear span ratio of beams increased from 3.5 to 5.5, the seismic ultimate capacity decreased gradually while the ultimate drift ratio increased by more than 50%. Through judicious setting of the fiber content and shear span ratio of the composite bar reinforced concrete beam, concrete beams reinforced with composite bars can have good ductility while maintaining high seismic ultimate capacity.
Highlights
IntroductionIn severe environments (strong acid and alkali, seaports and chemical structures, etc.), and after 10–15 years, structures generally show serious cracks along the rebar direction caused by steel corrosion
Steel is one of the most widely used materials in construction engineering
The seismic ultimate capacity of beams reinforced with SFCBs is studied by testing and numerical simulation
Summary
In severe environments (strong acid and alkali, seaports and chemical structures, etc.), and after 10–15 years, structures generally show serious cracks along the rebar direction caused by steel corrosion. Duepredominantly to FRP’s predominantly elastic behavior, FRP-RC members exhibit low ductility and due to FRP’s elastic behavior, FRP-RC members exhibit low ductility and energy energy dissipation, restricting its application in construction [7,8]. According to the composition rule, the stress-strain relationship of the SFCB can be simulated as the linear superposition of steel reinforcement and FRP.
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