Exact(19)
Figure 6 shows the failure shape roughly.
Analysis results included failure shape, deflection, support rotation, and stress in reinforcement.
Open image in new window Fig. 6 Failure shape for shear anchor.
Open image in new window Fig. 4 Failure shape of front side (S4).
Analysis results mainly focused on failure shape, beam deflection, support rotation, Stress and strain in the reinforcements, and so on.
The support rotations, deflection of member and failure shape were analysed from the numerical results by comparing with design standard.
Similar(40)
Open image in new window Fig. 5 Failure shapes of specimens.
The failure shapes, torsional capacities, deformation capacities, rigidity attenuations and hysteresis behaviours of specimens were studied in detail.
The buckling mode exhibits two main failure shapes, which can be observed in both experimental results and FEM results (Fig. 4a d).
Figures 6 and 7 show the failure shapes for all columns of groups No. 3 and No. 4. It can be noted that column bent in double curvature mode sustained higher load than the opponent column bent in single curvature mode.
Open image in new window Fig. 4 Pressure contours of Specimen BC-A. a t = 0.10 ms, b t = 0.20 ms, c t = 0.30 ms, d t = 0.50 ms. Figure 5 shows the failure shapes of all specimens at 200 ms (milliseconds).
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