THEORETICAL SOLUTION OF BOND SPLITTING STRENGTH OF RC USING PARABOLIC MODEL OF BOND CONSTITUTION
This study presents the theoretical solution of bond stress distribution along the reinforcement in concrete structure solving fundamental differential equation on bond problem with modeled bond stress slippage relationship by parabolic curve. The modeled relationship has almost the same shape with previously proposed by the authors considering the equilibrium conditions of bond stress and splitting stress of concrete. By the theoretical bond stress solution, the bond strength is solved by the integration of the bond stress distribution. The previously proposed calculation method using the equivalent bond stress block (EBSB) is verified by the theoretical solution, and the calculated values of bond strength show a good agreement with theoretical ones. The relationship between bond strength and bond fracture energy can be also led by the theoretical solution.
bond splitting strength bond stress slippage differential equation fracture energy
Kouhei ASANO Akira YASOJIMA Toshiyuki KANAKUBO
Under Graduate Student,College of Engineering Systems, University of Tsukuba,Ibaraki, Japan Research Associate, Graduate School of Engineering, University of Hiroshima, Hiroshima, Japan Associate Prof., Graduate School of Systems and Information Engineering, Univ. of Tsukuba, Ibaraki,
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）