はりのせん断終局耐力付近における高強度せん断補強筋のせん断伝達力 : 第 2 報 鉄筋コンクリート部材における高強度せん断補強筋の補強効果に関する実験研究

抄録

This study describes experimental and analytical results concerning the mechanisms of shear transfer at inclined cracks in concrete beams with high tension shear reinforcement whose 0.2% offset stress is about 13 tonf/cm^2, Nineteen speciments subjected to bending monent and shear force were tested, and load were applied antisymmetrically. Analysis was conducted using finite element method of elastic model with some inclined cracks.