因而要尽量控制砌体的破坏形态为弯曲破坏而非剪切破坏。
Therefore, it's best to control masonry structure have bend failure but not shear failure.
墩身一侧混凝土由于受拉引起水平环状裂缝,属于弯曲破坏模式。
One side of the pier shows horizontal circular cracks because of tension. This belongs to flexural failure mode.
在冲击、爆炸等强荷载作用下,钢筋混凝土结构通常是发生弯曲破坏。
The flexural failure is usually observed in the reinforced concrete structures under the blast loadings induced by impact and explosion.
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