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首页> 外文会议>Conference on connections between steel and concrete >AN EXPERIMENTAL STUDY ON THE CONNECTION JOINTS BETWEEN STEEL GIRDER AND REINFORCED CONCRETE COLUMN WITH VARIOUS TYPES OF EMBEDDED LOAD TRANSFERRING PLATES
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AN EXPERIMENTAL STUDY ON THE CONNECTION JOINTS BETWEEN STEEL GIRDER AND REINFORCED CONCRETE COLUMN WITH VARIOUS TYPES OF EMBEDDED LOAD TRANSFERRING PLATES

机译：各种嵌入式荷载转移板钢梁钢筋混凝土柱连接接头的实验研究

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This paper discusses the load bearing mechanism of the connection joins between reinforced concrete columns and steel girders. The discussion is based on the experimental results and data that have been obtained from six pieces of specimens. Because of the complexity of the bearing mechanism in the vicinity of the connection joints, the authors selected one experimental parameter in common for all of the specimens: the steel girder is arranged to penetrate into the joint core. Additional reinforcing steel parts are necessary to be placed inside of the panel zone so that the bending moment of the steel girder should be transferred to the columns by way of the connection joint. These reinforcing parts are the key parameters for this experimental study: 1 Band Plate, 2 Face Bearing Plate, and 3 Steel Web Plate. Attention is paid to the load bearing strength, stiffness, deformation capacity, and ductility factor associated with the panel zone. The experimentally obtained and clarified roles of those plates are stated qualitatively at the end of the paper.
机译：的连接钢筋混凝土柱和钢梁之间的联接本文讨论的承载机构。的讨论是基于已经从六片试样获得的实验结果和数据。因为在连接接头附近的轴承机构的复杂性，作者选择的一个共同的实验参数对于所有的试样：钢梁被布置成穿入接头芯。附加加强钢部件是必要的，被放置在面板区域，使得钢梁的弯矩应该由连接接头的方式被转移到列的内侧。这些加强部分对于本实验研究的关键参数：1个带状板，2面部承压板，和3钢腹板。着眼于承载强度，刚度，变形能力，和延性系数与面板区相关联。实验获得的和澄清的那些板的角色是在纸张的端部定性说明。

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