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SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures最新文献

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Nonlinear Angle-ply Model for Stay in Place Tubes by Inverse Mechanics Approach 用反力学方法建立预应力钢管的非线性角-层模型
SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures Pub Date : 2018-11-01 DOI: 10.14359/51713331
H. Rasheed
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引用次数: 0
ACI 440.2R and The New Seismic Strengthening Guidelines Using FRP ACI 440.2R和FRP抗震加固新指南
SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures Pub Date : 2018-11-01 DOI: 10.14359/51713341
Pedro F. Silva, R. Kanitkar
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引用次数: 0
Strengthening Short Concrete Columns Using Longitudinally Bonded CFRP Laminates 纵向粘结CFRP板加固混凝土短柱
SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures Pub Date : 2017-10-01 DOI: 10.14359/51713345
Koosha Khorramian, P. Sadeghian
{"title":"Strengthening Short Concrete Columns Using Longitudinally Bonded CFRP Laminates","authors":"Koosha Khorramian, P. Sadeghian","doi":"10.14359/51713345","DOIUrl":"https://doi.org/10.14359/51713345","url":null,"abstract":"Synopsis: This paper investigates the behavior of short concrete columns strengthened with externally bonded longitudinal carbon fiber-reinforced polymer (CFRP) laminates combined with transverse basalt fiber-reinforced polymer (BFRP) wraps. A total of eighteen 500 mm-long [19.69 in-long] concrete column specimens with a square cross section (150 mm [5.91 in] width) were tested with different longitudinal and transverse reinforcement combinations under concentric and eccentric axial loadings. For eccentric loading, three end eccentricity to width ratios of 0.1, 0.2, and 0.3 were applied symmetrically at both ends of each simply supported column specimen to provide single curvature condition. The compressive longitudinal CFRP strips, in average, experienced 38% of their tensile rupture strain. The experimental results showed debonding of longitudinal CFRP laminates from concrete surface and buckling of bonded specimens as the dominant mode of failure, and revealed that transverse wrapping system is efficient in postponing the buckling/debonding failure.","PeriodicalId":383829,"journal":{"name":"SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures","volume":"62 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2017-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124976100","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 5
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