CAJ | 학술논문

通过对不同加固方式下的钢筋混凝土短柱轴压性能试验,研究了混杂纤维约束混凝土柱的破坏形态及荷载与钢筋、混凝土之间的应变曲线关系,以承载力和延性为指标对比分析了不同混杂方式、混杂体积比的混杂纤维约束混凝土柱的受力性能.试验结果表明：混杂纤维的约束作用可以有效提高柱的承载能力,并使其延性得到显著改善;对于其混杂越均匀和二级拉伸破坏的试件,表现出更好的混杂效果,体现出混杂纤维的优越性.
통과대불동가고방식하적강근혼응토단주축압성능시험,연구료혼잡섬유약속혼응토주적파배형태급하재여강근、혼응토지간적응변곡선관계,이승재력화연성위지표대비분석료불동혼잡방식、혼잡체적비적혼잡섬유약속혼응토주적수력성능.시험결과표명：혼잡섬유적약속작용가이유효제고주적승재능력,병사기연성득도현저개선;대우기혼잡월균균화이급랍신파배적시건,표현출경호적혼잡효과,체현출혼잡섬유적우월성.
The axial compressive tests of short steel reinforced concrete columns under different reinforced methods were conducted. Researches on the failure models of hybrid fiber sheets constrained concrete columns and the load-strain curve relationship of steels and concrete were proposed. A comparison on load capacity and ductility was analysed for the mechanical behavior of hybrid fiber sheets constrained concrete columns under different hybrid reinforcing styles besides volumn ratios of hybrid retrofitted amounts. Test results showed that the constraint interaction of hybrid fiber sheets could effectively promote the load capacity of columns and absolutly increase the ductility; when it comes to the specimens more equally strenghened and subjected to 2nd level tensile failure, it turns out a better hybrid effect which indicated the superiority of the hybrid fiber sheets.