鉄筋コンクリート造柱はり接合部補強法に関する実験的研究 : その2 異形鉄筋の付着実験とその解析

抄録

Bond test was conducted To clarify the bond deterioration process of beam reinforcement through joint under seismic type loading. Ten specimens were examined. Pullout and push in of deformed bars, distributions of strain, stress and bond stress were studied. Further, these test results were analyzed by mathematical method using bond links.