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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
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
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引用次数: 2
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
This Special Publication entitled: Fiber-reinforced polymer (FRP) reinforcement for concrete structures: proceedings of .... FRPRCS-10
本特别出版物题为:用于混凝土结构的纤维增强聚合物(FRP)增强:....会议记录FRPRCS-10
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引用次数: 6
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
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引用次数: 1
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
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引用次数: 14
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
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引用次数: 5
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
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引用次数: 4
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
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引用次数: 11
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
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.
本文对纤维增强聚合物(FRP)内配筋混凝土工字梁的抗剪性能进行了试验和理论研究。共进行了24次梁试验,包括无剪切加固试验和使用玻璃纤维增强聚合物(GFRP)箍筋和头筋的试验。所有试件均采用GFRP筋作为抗弯钢筋。试验变量为抗剪配筋比与混凝土强度。在没有马镫的试验中,发生了对角拉伸破坏。在较低的抗剪配筋率为0.75%时,试验中观察到GFRP箍筋和头筋因断裂而破坏。在比例较高的梁试验中(分别为1.26%和2.26%),根据混凝土强度的不同,GFRP抗剪钢筋发生断裂或腹板破碎破坏。在此基础上,提出了一种改进的FRP加固混凝土梁抗剪承载力计算方法。
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引用次数: 4
Shear Strength of Lightweight Reinforced Concrete Beams Strengthened with CFRP Strips CFRP条加固轻量钢筋混凝土梁抗剪强度研究
R. Al-Rousan, M. Issa, Thilan Ovitigala, Moussa A. Issa
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引用次数: 1
期刊
SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium
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