journal article·2024-03-01Open access

Effect of Bond Condition on Cyclic Behavior of Post- Tensioned Concrete Beams with Carbon Fiber-Reinforced Polymer Tendons

Authors not provided

ACI Structural Journal· Volume 121· Issue 2

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Please select a country... Afghanistan Åland Islands Albania Algeria American Samoa Andorra Angola Anguilla Antarctica Antigua And Barbuda Argentina Armenia Aruba Australia Austria Azerbaijan Bahamas Bahrain Bangladesh Barbados Belarus Belgium Belize Benin Bermuda Bhutan Bolivia Bonaire, Sint Eustatius and Saba Bosnia and Herzegovina Botswana Bouvet Island Brazil British Antarctic Territory British Indian Ocean Territory British Overseas Territory Brunei Darussalam Bulgaria Burkina Faso Burundi Cabo Verde Cambodia Cameroon Canada Cayman Islands Central African Republic Chad Chile China Christmas Island Cocos (Keeling) Islands Colombia Comoros Congo Congo, Democratic Republic of the Cook Islands Costa Rica Côte d'Ivoire Croatia Cuba Curaçao Cyprus Czech Republic Denmark Djibouti Dominica Dominican Republic Ecuador Egypt El Salvador Equatorial Guinea Eritrea Estonia Ethiopia Falkland Islands Faroe Islands Fiji Finland France French Guiana French Polynesia French Southern Territories Gabon Gambia Georgia Germany Ghana Gibraltar Greece Greenland Grenada Guadeloupe Guam Guatemala Guernsey Guinea Guinea-Bissau Guyana Haiti Heard Island and McDonald Islands Holy See (Vatican City) Honduras Hong Kong Hungary Iceland India Indonesia Iran, Islamic Republic of Iraq Ireland Isle of Man Israel Italy Jamaica Japan Jersey Jordan Kazakhstan Kenya Kiribati Korea (the Republic of) Korea, Democratic People's Republic of Kosovo, Republic of Kuwait Kyrgyzstan Lao People's Democratic Republic Latvia Lebanon Lesotho Liberia Libya Liechtenstein Lithuania Luxembourg Macau Macedonia, Former Yugoslav Republic of Madagascar Malawi Malaysia Maldives Mali Malta Marshall Islands Martinique Mauritania Mauritius Mayotte Mexico Micronesia, Federated States of Moldova, Republic of Monaco Mongolia Montenegro Montserrat Morocco Mozambique Myanmar Namibia Nauru Nepal Netherlands New Caledonia New Zealand Nicaragua Niger Nigeria Niue Norfolk Island Northern Mariana Islands Norway Oman Pakistan Palau Palestine, State of Panama Papua New Guinea Paraguay Peru Philippines Pitcairn Poland Portugal Puerto Rico Qatar Réunion Romania Russian Federation Rwanda Saint Barthélemy Saint Kitts And Nevis Saint Lucia Saint Martin (French part) Saint Pierre and Miquelon Samoa San Marino Sao Tome And Principe Saudi Arabia Senegal Serbia Seychelles Sierra Leone Singapore Sint Maarten (Dutch part) Slovakia Slovenia Solomon Islands Somalia South Africa South Georgia South Sudan Spain Sri Lanka St Vincent And Grenadines St. Helena Ascensian and Tristan da Aunh Sudan Suriname Svalbard and Jan Mayen Swaziland Sweden Switzerland Syrian Arab Republic Taiwan Tajikistan Tanzania, United Republic of Thailand Timor-Leste Togo Tokelau Tonga Trinidad And Tobago Tunisia Turkey Turkmenistan Turks And Caicos Islands Tuvalu Uganda Ukraine United Arab Emirates United Kingdom United States United States Minor Outlying Islands Uruguay Uzbekistan Vanuatu Venezuela Viet Nam Virgin Islands (British) Virgin Islands (U.S.) Wallis And Futuna Islands Western Sahara Yemen Zambia Zimbabwe Country/Territory is required
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis · Structural Load-Bearing Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (28)

Show source-provided references
1. ACI Committee 440, 2004, “Prestressing Concrete Structures with FRP Tendons (ACI 440.4R-04),” American Concrete Institute, Farmington Hills, MI, 35 pp.
2. ASTM D7205-21, 2021, “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,” ASTM International, West Conshohocken, PA, 13 pp.
3. Au, F. T. K., and Du, J. S., 2008, “Deformability of Concrete Beams with Unbonded FRP Tendons,” Engineering Structures, V. 30, No. 12, pp. 3764-3770. doi: 10.1016/j.engstruct.2008.07.00310.1016/j.engstruct.2008.07.003 ↗
4. Chen, C.; Chen, J.; Zhou, Y.; Sui, L.; and Hu, B., 2021, “Design of Ductile H-Anchorage for Strengthening Reinforced Concrete Beams with Prestressed FRP,” Construction and Building Materials, V. 307, Nov., p. 124883. doi: 10.1016/j.conbuildmat.2021.12488310.1016/j.conbuildmat.2021.124883 ↗
5. Choi, H. T.; West, J. S.; and Soudki, K. A., 2011a, “Effect of Partial Unbonding on Prestressed Near-Surface-Mounted CFRP-Strengthened Concrete T-Beams,” Journal of Composites for Construction, ASCE, V. 15, No. 1, Feb., pp. 93-102. doi: 10.1061/(ASCE)CC.1943-5614.000014910.1061/(ASCE)CC.1943-5614.0000149 ↗
6. Choi, H. T.; West, J. S.; and Soudki, K. A., 2011b, “Partially Bonded Near-Surface-Mounted CFRP Bars for Strengthened Concrete T-Beams,” Construction and Building Materials, V. 25, No. 5, May, pp. 2441-2449. doi: 10.1016/j.conbuildmat.2010.11.05610.1016/j.conbuildmat.2010.11.056 ↗
7. Dorian, P. T., 2002, “Deformability and Ductility of Partially-Prestressed Concrete Beams Containing CFRP/Stainless Steel Reinforcements,” master’s dissertation, Queen’s University, Kingston, ON, Canada, 255 pp.
8. Fischer, G., and Li, V. C., 2003, “Deformation Behavior of Fiber-Reinforced Polymer Reinforced Engineered Cementitious Composite (ECC) Flexural Members under Reversed Cyclic Loading Conditions,” ACI Structural Journal, V. 100, No. 1, Jan.-Feb., pp. 25-35.10.14359/12436 ↗
9. GB/T 50081, 2019, “Standard for Test Methods of Concrete Physical and Mechanical Properties (GB/T 50081-2019),” China Architecture & Building Press, Beijing, China, 103 pp.
10. GB/T 50152, 2012, “Standard for Test Method of Concrete Structures (GB/T 50152-2012),” China Architecture & Building Press, Beijing, China, 119 pp.
11. Grace, N. F., and Abdel-Sayed, G., 1998, “Ductility of Prestressed Concrete Bridges Using CFRP Strands,” Concrete International, V. 20, No. 6, June, pp. 25-30.
12. Grace, N. F.; Ushijima, K.; Matsagar, V.; and Wu, C., 2013, “Performance of AASHTO-Type Bridge Model Prestressed with Carbon Fiber-Reinforced Polymer Reinforcement,” ACI Structural Journal, V. 110, No. 3, May-June, pp. 491-501.10.14359/51685606 ↗
13. Heo, S.; Shin, S.; and Lee, C., 2013, “Flexural Behavior of Concrete Beams Internally Prestressed with Unbonded Carbon-Fiber-Reinforced Polymer Tendons,” Journal of Composites for Construction, ASCE, V. 17, No. 2, Apr., pp. 167-175. doi: 10.1061/(ASCE)CC.1943-5614.000030610.1061/(ASCE)CC.1943-5614.0000306 ↗
14. Jeong, Y.; Kim, W. S.; Gribniak, V.; and Hui, D., 2019, “Fatigue Behavior of Concrete Beams Prestressed with Partially Bonded CFRP Bars Subjected to Cyclic Loads,” Materials (Basel), V. 12, No. 20, Oct., p. 3352. doi: 10.3390/ma1220335210.3390/ma12203352 ↗
15. Lee, C.; Shin, S.; and Lee, H., 2017, “Balanced Ratio of Concrete Beams Internally Prestressed with Unbonded CFRP Tendons,” International Journal of Concrete Structures and Materials, V. 11, No. 1, pp. 1-16. doi: 10.1007/s40069-016-0171-610.1007/s40069-016-0171-6 ↗
16. Lees, J. M., and Burgoyne, C. J., 1999, “Experimental Study of Influence of Bond on Flexural Behavior of Concrete Beams Pretensioned with Aramid Fiber Reinforced Plastics,” ACI Structural Journal, V. 96, No. 3, May-June, pp. 377-385.10.14359/671 ↗
17. Park, R., 1989, “Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Testing,” Bulletin of the New Zealand National Society for Earthquake Engineering, V. 22, No. 3, pp. 155-166. doi: 10.5459/bnzsee.22.3.155-16610.5459/bnzsee.22.3.155-166 ↗
18. Peng, F., and Xue, W., 2018a, “Design Approach for Flexural Capacity of Concrete T-Beams with Bonded Prestressed and Nonprestressed FRP Reinforcements,” Composite Structures, V. 204, pp. 333-341. doi: 10.1016/j.compstruct.2018.07.09110.1016/j.compstruct.2018.07.091 ↗
19. Peng, F., and Xue, W., 2018b, “Analytical Approach for Flexural Capacity of FRP Prestressed Concrete T-Beams with Non-Prestressed Steel Bars,” Journal of Composites for Construction, ASCE, V. 22, No. 6, p. 04018063. doi: 10.1061/(ASCE)CC.1943-5614.000090310.1061/(ASCE)CC.1943-5614.0000903 ↗
20. Peng, F., and Xue, W., 2019a, “Reliability-Based Design Provisions for Flexural Strength of Fiber-Reinforced Polymer Prestressed Concrete Bridge Girders,” ACI Structural Journal, V. 116, No. 1, Jan., pp. 251-260. doi: 10.14359/5171087610.14359/51710876 ↗
21. Peng, F., and Xue, W., 2019b, “Calculating Method for Ultimate Tendon Stress in Internally Unbonded Prestressed Concrete Members,” ACI Structural Journal, V. 116, No. 5, Sept., pp. 225-234. doi: 10.14359/5171676410.14359/51716764 ↗
22. Peng, F.; Xue, W.; and Yu, T., 2023, “Cyclic Behavior of Polypropylene Fiber Reinforced Concrete Beams with Prestressed CFRP Tendons and Nonprestressed Steel Bars,” Engineering Structures, V. 275, Jan., p. 115201. doi: 10.1016/j.engstruct.2022.11520110.1016/j.engstruct.2022.115201 ↗
23. Poudel, P.; Belarbi, A.; Gencturk, B.; and Dawood, M., 2022, “Flexural Behavior of Full-Scale, Carbon-Fiber-Reinforced Polymer Prestressed Concrete Beams,” PCI Journal, V. 67, No. 5, Sept.-Oct., pp. 22-39. doi: 10.15554/pcij67.5-0110.15554/pcij67.5-01 ↗
24. Rizkalla, N. S., 2000, “Partial Bonding and Partial Prestressing Using Stainless Steel Reinforcement for Members Prestressed with FRP,” master’s dissertation, Queen’s University, Kingston, ON, Canada, 212 pp.
25. Safan, M. A., 2013, “Flexural Behavior and Design of Steel-GFRP Reinforced Concrete Beams,” ACI Materials Journal, V. 110, No. 6, Nov.-Dec., pp. 677-685.10.14359/51686335 ↗
26. Sharaky, I. A.; Torres, L.; and Sallam, H. E. M., 2015, “Experimental and Analytical Investigation into the Flexural Performance of RC Beams with Partially and Fully Bonded NSM FRP Bars/Strips,” Composite Structures, V. 122, pp. 113-126. doi: 10.1016/j.compstruct.2014.11.05710.1016/j.compstruct.2014.11.057 ↗
27. Sun, Y.; Wu, T.; Liu, X.; and Zhang, B., 2022, “Failure Mode and Flexural Capacity of Concrete Beams Prestressed with Unbonded FRP Tendons,” Composite Structures, V. 283, p. 114956. doi: 10.1016/j.compstruct.2021.11495610.1016/j.compstruct.2021.114956 ↗
28. Xue, W.; Cheng, B.; Zheng, R.; Li, L.; and Li, J., 2011, “Seismic Performance of Nonprestressed and Prestressed HPC Frames under Low Reversed Cyclic Loading,” Journal of Structural Engineering, ASCE, V. 137, No. 11, pp. 1254-1262. doi: 10.1061/(ASCE)ST.1943-541X.000036710.1061/(ASCE)ST.1943-541X.0000367 ↗