ウェブボルト接合形式梁継手の力学特性に関する研究

抄録

This study is planed to clarify the inelastic behavior and the failure characteristics of the web bolted beam joints. A method for determination of the slip moment and the plastic moment of the web bolted beam joints is described. And then, to examine the bending characteristics of this joints, the monotonic loading tests were conducted on six full scale simple beams having a web bolted beam joint. The test parameters are the arrangement of the web bolts, the magnitude of the hole clearance and the thickness of the web plate. The slip strength, the yield strength, the ultimate strength and the failure mode in the joint behavior are discussed.