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

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"Durability Study of GFRPP Rebar in Alkali, Acid and Salt Solution" GFRPP钢筋在碱、酸、盐溶液中的耐久性研究
Chuan Wang, G. Xian, Jinping
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引用次数: 0
Durability Design Approach for GFRP Bar Reinforced Concrete (RC) Members 玻璃钢钢筋混凝土(RC)构件耐久性设计方法
Jianwei Huang, R. Aboutaha
{"title":"Durability Design Approach for GFRP Bar Reinforced Concrete (RC) Members","authors":"Jianwei Huang, R. Aboutaha","doi":"10.14359/51682474","DOIUrl":"https://doi.org/10.14359/51682474","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"11 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":"117105498","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
Strain Development and Hoop Strain Efficiency in FRP Confined Square Columns FRP约束方柱应变发展及环向应变效率
J. Barrington, D. Dickson, L. Bisby, T. Stratford
{"title":"Strain Development and Hoop Strain Efficiency in FRP Confined Square Columns","authors":"J. Barrington, D. Dickson, L. Bisby, T. Stratford","doi":"10.14359/51682419","DOIUrl":"https://doi.org/10.14359/51682419","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"35 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":"114854545","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: 14
Lightweight Concrete Bridge Deck Precast Panels Reinforced with GFRP Bars 用GFRP筋加固的轻质混凝土桥面预制板
Ruifen Liu, C. Pantelides, L. Reaveley, B. T. Besser
{"title":"Lightweight Concrete Bridge Deck Precast Panels Reinforced with GFRP Bars","authors":"Ruifen Liu, C. Pantelides, L. Reaveley, B. T. Besser","doi":"10.14359/51682439","DOIUrl":"https://doi.org/10.14359/51682439","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"5 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":"121971910","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: 2
The Effect of Previous Damage on the Effectiveness of FRP-Jacketing for Seismic Repairs of RC Structural Members 先前损伤对frp -护套抗震修复效果的影响
G. Thermou, S. Tastani, S. Pantazopoulou
{"title":"The Effect of Previous Damage on the Effectiveness of FRP-Jacketing for Seismic Repairs of RC Structural Members","authors":"G. Thermou, S. Tastani, S. Pantazopoulou","doi":"10.14359/51682464","DOIUrl":"https://doi.org/10.14359/51682464","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"56 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":"115380900","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
Shear Capacity of Concrete Beams with FRP Reinforcement FRP加固混凝土梁抗剪承载力研究
J. Hegger, M. Kurth
{"title":"Shear Capacity of Concrete Beams with FRP Reinforcement","authors":"J. Hegger, M. Kurth","doi":"10.14359/51682412","DOIUrl":"https://doi.org/10.14359/51682412","url":null,"abstract":"This paper presents an experimental and theoretical study on shear performance of concrete I-beams with fiber reinforced polymers (FRP) as internal reinforcement. A total of 24 beam tests were conducted, including tests without shear reinforcement and tests with glass fiber reinforced polymers (GFRP) stirrups and headed bars. In all specimens, GFRP bars were used as flexural reinforcement. The test variables were the ratio of shear reinforcement and the concrete strength. In the tests without stirrups, diagonal tension failure occurred. Failure due to rupture of the GFRP stirrups and headed bars was observed in the tests with lower shear reinforcement ratio of 0.75%. In the beam tests with higher ratio of 1.26% and 2.26%, respectively, depending on the concrete strength, either GFRP shear reinforcement rupture or web crushing failure occurred. Based on the results, a modified approach for calculating the shear capacity of concrete beams with FRP reinforcement was developed.","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"41 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":"117002068","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
Differences between FRP Bond Behavior in Cracked and Uncracked Regions 开裂和未开裂区域FRP粘结性能的差异
M. T. Khorramabadi, C. Burgoyne
{"title":"Differences between FRP Bond Behavior in Cracked and Uncracked Regions","authors":"M. T. Khorramabadi, C. Burgoyne","doi":"10.14359/51682430","DOIUrl":"https://doi.org/10.14359/51682430","url":null,"abstract":"Based on an analysis of the experimental results of a proposed bond test method, significant differences are shown to exist between the local FRP bond stress-slip relationships in the uncracked anchorage regions and in the regions between cracks. The proposed method simulates the bond behavior between the flexural cracks and anchorage regions of a flexurally FRP-strengthened RC beam. The boundary conditions, including the presence of cracks and steel, are shown to have significant effects on the local bond stress-slip models. The results showed that, at the same force, the bond stresses in the regions between cracks were lower than in regions outside the cracks, so the debonding formed in the anchorage regions. The local bond stress-slip models in the anchorage regions can be obtained from the conventional bond test methods but these do not mimic the conditions between the cracks.","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"34 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":"127659354","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
Tests at High Temperatures on Concrete Slabs Reinforced With Bent FRP Bars 高温下FRP筋弯曲加固混凝土板的试验
E. Nigro, G. Cefarelli, A. Bilotta, G. Manfredi, E. Cosenza
{"title":"Tests at High Temperatures on Concrete Slabs Reinforced With Bent FRP Bars","authors":"E. Nigro, G. Cefarelli, A. Bilotta, G. Manfredi, E. Cosenza","doi":"10.14359/51682460","DOIUrl":"https://doi.org/10.14359/51682460","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"13 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":"123072567","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
Fatigue Strength Prediction of RC Beams Strengthened in Flexure using Prestressed NSM CFRP Strips 预应力NSM碳纤维布加固受弯钢筋混凝土梁的疲劳强度预测
F. Oudah, R. El-Hacha
{"title":"Fatigue Strength Prediction of RC Beams Strengthened in Flexure using Prestressed NSM CFRP Strips","authors":"F. Oudah, R. El-Hacha","doi":"10.14359/51682448","DOIUrl":"https://doi.org/10.14359/51682448","url":null,"abstract":"","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"48 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":"130834006","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
Strength and Deflection Enhancement of RC Slabs with Anchored FRP Strengthening 锚固FRP加固RC板的强度和挠度增强
Scott T. Smith, Shenghua Hu, S. Kim, R. Seracino
{"title":"Strength and Deflection Enhancement of RC Slabs with Anchored FRP Strengthening","authors":"Scott T. Smith, Shenghua Hu, S. Kim, R. Seracino","doi":"10.14359/51682478","DOIUrl":"https://doi.org/10.14359/51682478","url":null,"abstract":"This Special Publication entitled: Fiber-reinforced polymer (FRP) reinforcement for concrete structures: proceedings of .... FRPRCS-10","PeriodicalId":375782,"journal":{"name":"SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium","volume":"36 2 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":"126845577","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: 6
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