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套筒灌浆连接钢管混凝土叠合柱偏压性能试验研究 被引量:3
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作者 张瑞 陈建伟 +2 位作者 吴山 车文鹏 苏幼坡 《建筑结构学报》 EI CAS CSCD 北大核心 2023年第S01期239-247,共9页
为增强钢管混凝土叠合柱节点连接性能,在上下钢管混凝土间设置套筒进行灌浆连接。对6个采用套筒灌浆连接的钢管混凝土叠合柱进行偏心受压试验,主要参数为荷载偏心距和连接区箍筋间距,考察钢管混凝土叠合柱加载至破坏过程中钢管、套筒、... 为增强钢管混凝土叠合柱节点连接性能,在上下钢管混凝土间设置套筒进行灌浆连接。对6个采用套筒灌浆连接的钢管混凝土叠合柱进行偏心受压试验,主要参数为荷载偏心距和连接区箍筋间距,考察钢管混凝土叠合柱加载至破坏过程中钢管、套筒、纵筋及钢管外混凝土应变变化规律,研究试验柱的破坏特征和受力机理。结果表明:各试验柱破坏部位主要出现在连接区套筒上边缘和下边缘,套筒灌浆连接可对钢管混凝土叠合柱中上、下钢管连接处起到保护作用,增强叠合柱节点的连接性能;柱侧向变形随偏心距增大而增大,极限荷载随偏心距增大而减小;连接区箍筋间距由100 mm加密至50 mm可显著提高柱延性,减缓其在加载过程中裂缝的发展速率,且承载力提高2.61%。根据叠加理论和极限平衡理论,对各偏压柱正截面承载力进行计算,计算结果与试验结果基本吻合。 展开更多
关键词 钢管混凝土叠合柱 套筒灌浆连接 静力试验 偏心受压 承载力计算
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TeO_(x) Thin Films for Write-Once Optical Recording Media
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作者 Qinghui LI, Donghong GU and Fuxi GANResearch Laboratory for High Density Optical Storage, Shanghai Institute of Optics and Fine Mechanics, Chinese Academy of Sciences, Shanghai 201800, China 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2004年第6期678-680,共3页
TeO_x thin films were prepared by vacuum evaporation of TeO_2 powder. Structural characteristic and surface mor-phology of the as-deposited films was analyzed by using X-ray photoelectron spectroscopy, transmission el... TeO_x thin films were prepared by vacuum evaporation of TeO_2 powder. Structural characteristic and surface mor-phology of the as-deposited films was analyzed by using X-ray photoelectron spectroscopy, transmission electron microscopy, X-ray diffractometer and atomic force microscopy. It was found that the films represented a two component system comprising Te particies dispersed in an amorphous TeO2 matrix. The dispersed Te particies were in a crystalline state. The TeOx films showed a finely granular structure and a rough surface. Results of the statie recording test showed that the TeO_x films had good writing sensitivity for short-wavelength laser beam (514.5 nm). Primary results of the dynamic test at 514.5 nm were also reported. The TeO_x films were suitable for using as a blue-green wavelength high density optical storage medium. 展开更多
关键词 TeO_x thin film statie recording test Dynamic test High density optical storage
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桩身压缩变形对基桩承载力取值的影响
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作者 梁勇 《山西建筑》 2007年第1期118-119,共2页
介绍了桩土的相互作用与静载试压方法,通过有限元分析研究了桩身压缩变形对基桩承载力试压结果的影响,探讨了考虑桩身压缩的承载力取值方法,对于城市建设中的桩基应用具有一定的参考意义。
关键词 静载试压 桩基承载力 有限元 桩身压缩变形
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