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复合材料夹层结构平接胶结节点抗弯性能试验研究
引用本文:韩丽婷, 刘伟庆. 复合材料夹层结构平接胶结节点抗弯性能试验研究[J]. 工程力学, 2012, 29(7): 214-220,227. DOI: 10.6052/j.issn.1000-4750.2010.10.0740
作者姓名:韩丽婷  刘伟庆
作者单位:南京工业大学土木工程学院, 江苏, 南京 210009
基金项目:国家自然科学基金(50978134);江苏省建设管理局科研基金项目(JGJH2008-10);南京工业大学青年教师学术基金重点项目
摘    要:试验研究钢型材插入式泡桐木夹层结构平接胶结节点的抗弯性能,包括荷载-变形特性、应变发展规律和破坏模式。平接胶结节点采用工字钢型材,型材翼缘取3种不同内斜角,考察内斜角对平接胶结节点强度的影响规律。试验研究表明:平接胶结节点能够满足建筑结构变形限值所对应的承载力要求,该平接胶结节点形式可以应用于泡桐木芯材夹层结构;连接工字钢型材的翼缘内斜角对连接强度影响不明显。分析了胶结节点的变形特性、破坏机理和强度影响因素。研究成果可供复合材料夹层板结构的钢型材胶结节点设计应用参考。

关 键 词:复合材料夹层结构  胶结节点  钢连接型材  破坏模式  抗弯性能
收稿时间:2010-10-13
修稿时间:2010-12-07

EXPERIMENTAL STUDIES ON FLEXURAL PERFORMANCE OF ADHERENCE FLUSH JOINTS FOR COMPOSITE SANDWICH STRUCTURES
HAN Li-ting, LIU Wei-qing. EXPERIMENTAL STUDIES ON FLEXURAL PERFORMANCE OF ADHERENCE FLUSH JOINTS FOR COMPOSITE SANDWICH STRUCTURES[J]. Engineering Mechanics, 2012, 29(7): 214-220,227. DOI: 10.6052/j.issn.1000-4750.2010.10.0740
Authors:HAN Li-ting  LIU Wei-qing
Affiliation:College of Civil Engineering, Nanjing University of Technology, Nanjing, Jiangsu 210009, China
Abstract:Experimental studies on flexural performance of adherence shaped steel joints for composite sandwich plates were carried out,including load-deformation behavior,strain development and failure modes.The I-shaped steels used for adherence joints have 3 different inside declining angles,whose effects on joint strength were studied.The tests show that the adherence joints can satisfy the loading-capacity requirement corresponding to the deformation limit of building structures,and be applied to paulownia wood core composite sandwich structures.The effect of inside declining angle on connecting strength was slight.The deformation behavior,failure mode and effect factors on strength were discussed.The results could be referred to for design and application of adherence shaped steel joint for composite sandwich plates.
Keywords:composite sandwich structure  adherence joint  connecting steel shape  failure mode  flexural performance
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