基于锁铆连接传力可靠、强度优异的特征,提出了一种新型的内置铆接开孔冷弯薄壁型钢混凝土组合梁。以底部铆钉间距、截面宽度为变量,对内置铆接开孔冷弯薄壁型钢混凝土组合梁开展了四点弯曲试验,考察了该组合梁的破坏特征、承载性能和延性指标,试验结果表明:新型组合梁受弯时表现出良好的延性性能;底部铆钉间距小的组合梁延性较差;增大截面宽度可提高组合梁的极限承载力。采用ABAQUS有限元软件对该组合梁进行参数分析,重点探究五大关键参数对其力学性能的影响:有无混凝土包裹、混凝土强度、顶部铆钉间距、底部钢板厚度及截面高度 ...
潘志宏 +4 more
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[Endodontic retreatment of a maxillary second molar with chronic apical periodontitis and separated instrument: A case report]. [PDF]
Zang H, Liang Y.
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Xu W +6 more
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Chen Y, Deng C.
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Liu Y +7 more
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Zhang Z +7 more
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Li J, Chen L, Tang J, Wu Y, Wang A.
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Zhang S, Yao F, Liao Z, Wang T, Shen M.
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Sun B, Wang XL, Peng J.
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Wei J +8 more
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