Abstract：
The research has studied the structure properties of the high titanium heavy slag concrete, and investigated the bend performance of C50 high titanium heavy slag concrete and C50 common concrete. The results show that the average strain of the high titanium heavy slag concrete beam measured on cross-section accords with the plane section assumption; Like common concrete ,the high titanium heavy slag concrete beam has 3 phases of elasticity cracking failure during the stress course. The bending resistance capacity and ductility of the high titanium heavy slag concrete are better than that of the common concrete; The crack width and crack spacing of the high titanium heavy slag concrete beam are 2.7.
MU Ting-min,LIU Xiong-fei,DING Qing-jun et al. BEND PERFORMANCE OF HIGH TITANIUM HEAVY SLAG CONCRETE BEAM[J]. Architecture Technology, 2015, 46(6): 495-498.
