Analytical study on creep shear failures of RC slender beams without web reinforcement

¹ Department of Civil and Environmental Engineering, Hiroshima University, Hiroshima, Japan
² Department of Civil Engineering, Universitas Sebelas Maret, Surakarta, Indonesia
³ Department of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan
⁴ Department of Urban Innovation, Yokohama National University, Yokohama, Japan

^* Corresponding author: nakarai@hiroshima-u.ac.jp

Abstract

Sustained load problems, which can cause excessive deformation and severe damage to concrete structures, have been considered in current worldwide design codes by applying reduction factors on the compressive and tensile strength of concrete. A reduction factor in the shear design may also be required due to the decrease of shear-transfer action corresponding to the increases of the shear cracks opening. However, only a few studies are examining the effect of creep on shear performance of concrete structures, and the results are still inconclusive. As a complement to the previous experimental works, this study aims to investigate the effect of loading rate on the shear capacity of RC slender beams by non-linear finite element (FE) analysis. A spaceaveraged constitutive model with fixed multi-directional cracks was employed in the simulation of diagonal shear failure. The present study analytically examines the time-dependent effects on the beams under different loading rates until the delayed failure and compares the results with the previous experimental ones.