CAJ | 학술논문

先研究单根植筋的抗拔承载能力,以及在不同锚固深度下钢筋应力的发展规律.然后在已有的结构上植入多根钢筋浇筑成混凝土梁,通过现场试验分析后植钢筋梁与一般钢筋混凝土现浇梁力学性能的差别,验证植筋梁节点的传力性能,以及其使用的合理性.
선연구단근식근적항발승재능력,이급재불동묘고심도하강근응력적발전규률.연후재이유적결구상식입다근강근요축성혼응토량,통과현장시험분석후식강근량여일반강근혼응토현요량역학성능적차별,험증식근량절점적전력성능,이급기사용적합이성.
The tensile capacity of single adhesive bonded rebars and the stress distribution of the steel bar with different anchoring depth during loading was introduced in this paper.Then a reinforced concrete beam was poured with adhesive bonded rebars in order to tell the differences in mechanical properties between the concrete beams with bonded rebars and the reinforced concrete beams by monotonic loading test,and to verify the load-transmitting performance of the rigid joint.The conclusions can provide some reasonable direction to the design of the concrete beams with bonded rebars.