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摘要:
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本文通过两组预应力连续迭合板的试验,探讨了迭合面水平裂缝的产生和构件的破坏机理以及迭合面形式对抗剪强度的影响。
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Based on the tests on two groups of slabs with continuously superposed prestressing forces, the author presents in this paper the occurance of horizontal cracks in congruent faces, the failure mechanism of bending members and the effect of patterns of congruent face upon the shear strength.
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