论文信息 - REVALUATION OF THE EQUATION FOR SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT

REVALUATION OF THE EQUATION FOR SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT

In the past, the equation for the shear strength of reinforced concrete beams without web reinforcement had been proposed, whereas the result of large-size beam tests carried out recently revealed that the nominal shear strength was inversely proportional to the fourth root of the effective depth. Taking this fact into account, the proposed equation is revaluated and a new equation is derived. The validity of the new equation is verified by the authors using tests of large-size beams subjected to a concentrated load. Finally, suggestions concerning application of the new equation for design are mentioned.

[1] G. N. J. Kani,et al. Basic Facts Concerning Shear Failure , 1966 .

[2] Howard P. J. Taylor,et al. Shear Strength of Large Beams , 1972 .

[3] Takeshi Higai,et al. PROPOSED DESIGN EQUATION FOR SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT , 1980 .

[4] David Haldane. Discussion of The Shear Strength of Reinforced Concrete Members by Joint ASCE-ACI Task Committee 426 on Shear and Diagonal Tension of the Committee on Masonry and Reinforced Concrete of the Structural Division, ASCE , 1974 .