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SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium最新文献

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A Solution for Intermediate Crack-Induced Debonding in Plated Beams 镀梁中间裂纹引起的脱粘问题的一种解决方法
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682431
V. Narayanamurthy, Jian fei Chen, J. Cairns
{"title":"A Solution for Intermediate Crack-Induced Debonding in Plated Beams","authors":"V. Narayanamurthy, Jian fei Chen, J. Cairns","doi":"10.14359/51682431","DOIUrl":"https://doi.org/10.14359/51682431","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125100827","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: 0
Safety-Enhancement of RC Bridge Frame Columns Using Bond-Based Damage-Controllable Steel Basalt-Fiber Composite Bars 粘结型损伤可控钢-玄武岩-纤维复合筋增强RC桥框架柱的安全性
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682436
M. Fahmy, Zhishen Wu, Gang Wu
{"title":"Safety-Enhancement of RC Bridge Frame Columns Using Bond-Based Damage-Controllable Steel Basalt-Fiber Composite Bars","authors":"M. Fahmy, Zhishen Wu, Gang Wu","doi":"10.14359/51682436","DOIUrl":"https://doi.org/10.14359/51682436","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131867716","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: 1
Influence of High Temperature on Bond between NSM FRP Bars/Strips and Concrete 高温对NSM FRP筋/带与混凝土粘结的影响
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682462
A. Palmieri, S. Matthys, L. Taerwe
{"title":"Influence of High Temperature on Bond between NSM FRP Bars/Strips and Concrete","authors":"A. Palmieri, S. Matthys, L. Taerwe","doi":"10.14359/51682462","DOIUrl":"https://doi.org/10.14359/51682462","url":null,"abstract":"The use of near surface mounted (NSM) fiber reinforced polymers (FRPs) is being increasingly recognized as a valid technique strengthening of concrete members. In case of elevated temperature or fire exposure however, the bond between the bars and the concrete will be lost very quickly due to the adhesive's low glass transition temperature. Although recent studies have shown that the fire endurance of appropriately designed and insulated FRP strengthened RC members is satisfactory, the performance of FRP strengthening systems at high temperature remains largely unknown. To study the bond behaviour at elevated temperature between the NSM FRP bars and concrete a series of 18 double bond shear tests were performed at Ghent University. Results show that the failure load of NSM FRP strengthened concrete structures and the bond strength are influenced at values of temperature equal to or beyond the glass transition temperature. Failure mode changed by increasing the temperature.","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133028041","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: 12
Evaluation of Time and Temperature Dependent Deformation of FRP Bonded to Concrete FRP与混凝土粘结变形的时间和温度依赖性评价
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682475
Yoseok Jeong, Anurag Jaipuriar, Maria M. Lopez, C. Bakis
{"title":"Evaluation of Time and Temperature Dependent Deformation of FRP Bonded to Concrete","authors":"Yoseok Jeong, Anurag Jaipuriar, Maria M. Lopez, C. Bakis","doi":"10.14359/51682475","DOIUrl":"https://doi.org/10.14359/51682475","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"32 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132278233","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: 0
Non-Contact Measuring Techniques to Characterize Deformation on FRP Uwrap Anchors 表征FRP包覆锚杆变形的非接触测量技术
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682424
Jaeha Lee, Maria M. Lopez
{"title":"Non-Contact Measuring Techniques to Characterize Deformation on FRP Uwrap Anchors","authors":"Jaeha Lee, Maria M. Lopez","doi":"10.14359/51682424","DOIUrl":"https://doi.org/10.14359/51682424","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"51 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116427257","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
An Ultimate Drift Based Design Method for FRP Retrofitted RC Columns 基于极限漂移的FRP加固RC柱设计方法
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682422
Okan Özcan, B. Binici, G. Ozcebe
{"title":"An Ultimate Drift Based Design Method for FRP Retrofitted RC Columns","authors":"Okan Özcan, B. Binici, G. Ozcebe","doi":"10.14359/51682422","DOIUrl":"https://doi.org/10.14359/51682422","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122379862","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: 3
Analysis of CFRP Strap-Strengthened Reinforced Concrete Beams Using the Modified Compression Field Theory (MCFT) 修正压缩场理论(MCFT)对CFRP带加固混凝土梁的分析
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682441
H. Yapa, J. Lees
{"title":"Analysis of CFRP Strap-Strengthened Reinforced Concrete Beams Using the Modified Compression Field Theory (MCFT)","authors":"H. Yapa, J. Lees","doi":"10.14359/51682441","DOIUrl":"https://doi.org/10.14359/51682441","url":null,"abstract":"External, prestressed carbon fiber reinforced polymer (CFRP) straps can be used to enhance the shear strength of existing reinforced concrete beams. In order to effectively design a strengthening system, a rational predictive theory is required. The current work investigates the ability of the modified compression field theory (MCFT) to predict the behavior of rectangular strap strengthened beams where the discrete CFRP strap forces are approximated as a uniform vertical stress. An unstrengthened control beam and two strengthened beams were tested to verify the predictions. The experimental results suggest that the MCFT could predict the general response of a strengthened beam with a uniform strap spacing < 0.9d. However, whereas the strengthened beams failed in shear, the MCFT predicted flexural failures. It is proposed that a different compression softening model or the inclusion of a crack width limit is required to reflect the onset of shear failures in the strengthened beams.","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127500931","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: 1
Parametric Study of Web Bonded CFRP Shear Reinforcement on Internal Steel Stresses 腹板粘结CFRP抗剪钢筋内应力参数化研究
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682445
A. Larkin, J. Tatar, C. Dolan
{"title":"Parametric Study of Web Bonded CFRP Shear Reinforcement on Internal Steel Stresses","authors":"A. Larkin, J. Tatar, C. Dolan","doi":"10.14359/51682445","DOIUrl":"https://doi.org/10.14359/51682445","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"68 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125907408","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: 0
ACI Design Guide for Flexural and Shear Strengthening of URM Walls with FRP Systems FRP加固URM墙体的抗弯抗剪ACI设计指南
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682456
J. G. Tumialan, W. Gold, N. Galati, A. Prota
{"title":"ACI Design Guide for Flexural and Shear Strengthening of URM Walls with FRP Systems","authors":"J. G. Tumialan, W. Gold, N. Galati, A. Prota","doi":"10.14359/51682456","DOIUrl":"https://doi.org/10.14359/51682456","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"32 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114718018","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: 4
Investigation of Efficient Anchorage Systems for Shear and Torsion Retrofitting of Box Girder Bridges 箱梁桥抗剪扭加固有效锚固体系研究
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium Pub Date : 2011-03-01 DOI: 10.14359/51682452
R. Kalfat, R. Al-Mahaidi, Grahme Williams
{"title":"Investigation of Efficient Anchorage Systems for Shear and Torsion Retrofitting of Box Girder Bridges","authors":"R. Kalfat, R. Al-Mahaidi, Grahme Williams","doi":"10.14359/51682452","DOIUrl":"https://doi.org/10.14359/51682452","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2011-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133897000","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: 11
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