CAJ | 학술논문

在试验的基础上，采用ANSYS对BFRP约束素混凝土方柱强度对加固效果的影响作了研究，并将AN-SYS分析得出的强度与试验结果进行了比较。分析结果表明：通过合理选择有限元分析数值模型，可较好地预测纤维布加固混凝土柱的轴心受压性能，且分析所得强度与试验吻合良好。
재시험적기출상，채용ANSYS대BFRP약속소혼응토방주강도대가고효과적영향작료연구，병장AN-SYS분석득출적강도여시험결과진행료비교。분석결과표명：통과합리선택유한원분석수치모형，가교호지예측섬유포가고혼응토주적축심수압성능，차분석소득강도여시험문합량호。
Based on experiments, the strengths and influ-ence of size effection to reinforcement effect of square concrete columns confined by BFRP were studied by ANSYS and the strengths analysised by ANSYS were compared with experimental ones. The results suggest that uniaxial compressed properties of specimens were predicted well by choosing finite element analysis model reasonably. The strengths had a good degree of agreement with experimental datas and square concrete columns of different sizes exist apparent size effection.