000			01411 a2200157 4500
999			_c68351 _d68351
020			_a8777402006
082			_a624.18341 ZHA
100			_aZhang, Jin-Ping _984898
245			_aStrength of cracked concrete. Pt.3 : load carrying capacity of panels subjected to In-plane stresses
260			_bTechnical University of Denmark, Dept. of structural engineering and materials _c1997 _aCopenhagen, Denmark]
300			_aviii, 127p.
440			_aDTU Series R No.18 _984789
505			_aContent I. Introduction II. Review of previous research and discussions 2.1 Tension-compression panel tests 2.2 Experiment of panels subjected to in-plane stresses 2.3 Cracked concrete under compression III. Joints and pull-out specimens Effectiveness factors 3.1 Load carrying capacity of joints 3.1.1 Plain concrete joints 3.1.2 Reinforced concrete joints 3.2 Failure of pull-out specimens 3.2.1 Previous work 3.2.2 Analysis of pull-out according to plastic theory 3.3 Postulation of mechanism of strength reduction 3.4 Conclusions IV. Load carrying capacity of panels subjected to in-plane pure shear stresses 4.1 Exact solutions in plastic theory 4.2 Upper bound solution based on sliding in the initial cracks 4.3 Lower bound solution based on sliding in the initial cracks 4.4 Discussion on the failure criteria applied in the plastic solutions V.Conclusions
890			_aIndia
942			_2ddc