Investigation on modeling parameters of concrete beams reinforced with basalt FRP bars

作     者：Jordan CARTER Aikaterini S.GENIKOMSOU 

作者机构：Civil Engineering DepartmentQueen s UniversityKingstonON K7N 3N6Canada 

出 版 物：《Frontiers of Structural and Civil Engineering》 (结构与土木工程前沿（英文版）)

年 卷 期：2019年第13卷第6期

页      面：1520-1530页

核心收录：

学科分类：1305[艺术学-设计学（可授艺术学、工学学位）] 08[工学] 081402[工学-结构工程] 081304[工学-建筑技术科学] 0813[工学-建筑学] 0814[工学-土木工程] 

基　　金：funded by the Department of Civil Engineering  Queen's University 

主　　题：basalt Fiber-reinforced polymer bars reinforced concrete beams finite element analysis damaged plasticity model design codes 

摘      要：Fiber-reinforced polymer(FRP)bars are widely used as internal reinforcement replacing the conventional steel bars to prevent from *** the different types of FRP bars,basalt FRP(BFRP)bars have been used in different structural applications and,herein,three already tested concrete beams reinforced with BFRP bars are analyzed using three-dimensional(3-D)finite element analysis(FEA).The beams were tested in four-point *** the FEA the behavior of concrete is simulated using the^Concrete-Damaged Plasticity^^model offered in ABAQUS *** research presented here presents a calibrated model for nonlinear FEA of BFRP concrete beams to predict their response considering both the accuracy and the computational *** calibration process showed that the concrete model should be regularized using a mesh-dependent characteristic length and material-dependent post-yield fracture and crushing energies to provide accurate mesh-size independent *** results were compared to the test results with regard to failure load and crack *** the test results and the numerical results were compared to the design predictions of ACI 440.1R-15 and CSA S806-12,where CSA S806-12 seems to overestimate the shear strength for two beams.