Strengthening of Reinforced Concrete Arches with Externally Bonded Composite Materials: Testing and Analysis (English)
- New search for: Hamed, Ehab
- New search for: Hamed, Ehab
- New search for: Chang, Zhen-Tian
- New search for: Rabinovitch, Oded
In:
Journal of composites for construction
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19
, 1
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2015
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ISSN:
- Article (Journal) / Print
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Title:Strengthening of Reinforced Concrete Arches with Externally Bonded Composite Materials: Testing and Analysis
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Place of publication:Reston, Va.
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Publication date:2015
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Type of media:Article (Journal)
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Type of material:Print
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Language:English
- New search for: 51.75 / 56.11
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Table of contents – Volume 19, Issue 1
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
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Debonding Mitigation of CFRP-Strengthened Steel Beams with Silyl-Modified Polymer and CFRP Wrap AnchorageKim, Yail J. / Siriwardanage, Thushara / Kang, Jae-Yoon et al. | 2014
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Seismic Behavior of RC Shear Walls Strengthened for In-Plane Bending Using Externally Bonded FRP SheetsCruz-Noguez, Carlos A. / Lau, David T. / Sherwood, Edward G. / Hiotakis, Stylianos / Lombard, Joshua / Foo, Simon / Cheung, Moe et al. | 2014
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Introduction of a Stress State Criterion to Predict Bond Strength between FRP and Concrete SubstrateUeno, S. / Toutanji, H. / Vuddandam, R. et al. | 2014
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Shear Strength of FRP Reinforced Concrete Members with StirrupsRazaqpur, A. Ghani / Spadea, Saverio et al. | 2014
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Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond BehaviorTao, Y. / Chen, J. F. et al. | 2014
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Extending the Fatigue Life of Reinforced Concrete T-Beams Strengthened in Shear with Externally Bonded FRP: Upgrading versus RepairingEl-Saikaly, Georges / Chaallal, Omar et al. | 2014
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Effect of Longitudinal Steel Ratio on Behavior of RC Beams Strengthened with FRP Composites: Experimental and FE StudyAlmusallam, T. H. / Elsanadedy, H. M. / Al-Salloum, Y. A. et al. | 2014
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Influence of Slenderness on Stress-Strain Behavior of Concrete-Filled FRP Tubes: Experimental StudyVincent, Thomas / Ozbakkaloglu, Togay et al. | 2014
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Punching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear ReinforcementHassan, Mohamed / Ahmed, Ehab A. / Benmokrane, Brahim et al. | 2014
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Strengthening of Reinforced Concrete Arches with Externally Bonded Composite Materials: Testing and AnalysisHamed, Ehab / Chang, Zhen-Tian / Rabinovitch, Oded et al. | 2014
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Simplified Model for the Torsional Strength of Concrete Beams with GFRP StirrupsDeifalla, A. / Khalil, Mahmoud Sobhy / Abdelrahman, A. et al. | 2014
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Characterization by Full-Size Testing of Pultruded Frame Joints for the Startlink HouseZafari, B. / Mottram, J. T. et al. | 2014
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Monotonic and Cyclic Compression Tests on Concrete Confined with PET-FRPIspir, Medine et al. | 2014
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Axially Loaded Reinforced Concrete Columns with a Square Section Partially Confined by Light GFRP StrapsTriantafyllou, Garyfalia G. / Rousakis, Theodoros C. / Karabinis, Athanasios I. et al. | 2014
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Discussion of “Effect of Reinforcement Ratio on Transverse Early-Age Cracking of GFRP-RC Bridge Deck Slabs” by Amir Ghatefar, Ehab El-Salakawy, and M. T. BassuoniMartí-Vargas, José R. et al. | 2014
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Closure to “Effect of Reinforcement Ratio on Transverse Early-Age Cracking of GFRP-RC Bridge Deck Slabs” by Amir Ghatefar, Ehab El-Salakawy, and M. T. BassuoniGhatefar, Amir / El-Salakawy, Ehab / Bassuoni, Mohamed T. et al. | 2014