REVIEW ON EXPERIMENTAL METHODS AND FRACTURE MODELS FOR BI-MATERIAL INTERFACES
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摘要:纤维增强聚合物(FRP)质轻、高强, 可提高结构的刚度、强度、抗震性能和耐久性, 近年来在结构加固及工程改造中得到广泛应用. FRP与传统复合材料之间形成双材料黏结界面, 界面断裂特性是决定双材料结构性能的关键因素. 对双材料界面裂纹尖端应力场理论、界面裂纹模型、黏结界面I型、II型及混合型断裂试验及理论研究现状进行综合评述和分析. 界面模型主要有经典梁/板理论和刚性节点模型、考虑剪切变形的双亚层理论和半刚性节点模型、基于双亚层理论的柔性节点模型、考虑剪切变形的多层亚层理论和多亚层柔性节点模型、弹性地基梁模型以及黏聚模型. 还介绍了双材料界面断裂力学在FRP-混凝土研究中的应用.
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关键词:
- 双材料, 界面, 断裂, 混凝土
Abstract:With increasing use of advanced composite and hybridmaterials in engineering, the analysis of fracture mechanismsof interface bond between conventional materials and composites (e.g.,fracture of concrete-composite or wood-composite interface) becomes aninteresting topic. In this paper, the recent development of fracture models ofbi-material interfaces is reviewed. The crack tip fields at a bi-materialinterface are first disussed, followed by a comparison of differenttheories for interface fracture analysis, including (1) Classicalbeam/plate theory and rigid joint model, (2) Bi-layer shear deformable beamtheory and semi-rigid joint model, (3) Bi-layer interface deformable modeland flexible joint model, (4) Multi-sub-layer shear deformable beam theoryand multi-sub-layer joint model, (5) Beam on elastic foundation model, and(6) Non-linear cohesive model. The analytical models, common fracturespecimen configurations, and experimental techniques for mode I, mode II andmixed mode fracture of adhesively bonded interface are compared. Anoverview of researches on fracture of concrete-FRP bonded interfaces ispresented, and some recommendations are made and future researchdirections for fracture of bi-material interface are pointed out.-
Key words:
- Bi-material, interface, concrete, fracture
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