Bond Characteristics of Reinforced Normal-Strength Concrete Beams at Elevated Temperatures
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Fire effects on concrete materials · Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (31)
Show source-provided references
1. 1. Diederichs, U., and Schneider, U., “Bond Strength at High Temperatures,”Magazine of Concrete Research, V. 33, No. 115, 1981, pp. 75-84. doi:10.1680/macr.1981.33.115.7510.1680/macr.1981.33.115.7510.1680/macr.1981.33.115.75 ↗
2. 2. Morley, P. D., and Royles, R., “Response of the Bond in Reinforced Concrete to High Temperatures,”Magazine of Concrete Research, V. 35, No. 123, 1983, pp. 67-74. doi:10.1680/macr.1983.35.123.6710.1680/macr.1983.35.123.6710.1680/macr.1983.35.123.67 ↗
3. 3. Bažant, Z. P., and Kaplan, M. F.,Concrete at High Temperatures: Material Properties and Mathematical Models, Longman Group Limited, London, UK, 1996, 424 pp.
4. 4. Haddad, R. H.; Al-Saleh, R. J.; and Al-Akhras, N. M., “Effect of Elevated Temperature on Bond between Steel Reinforcement and Fiber Reinforced Concrete,”Fire Safety Journal, V. 43, No. 5, 2008, pp. 334-343. doi:10.1016/j.firesaf.2007.11.00210.1016/j.firesaf.2007.11.00210.1016/j.firesaf.2007.11.002 ↗
5. 5. Den Uijl, J. A., and Bigaj, A. J., “A Bond Model for Ribbed Bars Based on Concrete Confinement,”HERON, V. 41, No. 3, 1996, pp. 206-226.
6. 6. Sakai, T.; Kanakubo, T.; Yonemaru, K.; and Fukuyama, H., “Bond Splitting Behavior of Continuous Fiber Reinforced Concrete Members,”4th International Symposium—Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, MI, 1992, pp. 1131-1144.
7. 7. Wang, X., and Liu, X., “A Strain-Softening Model for Steel-Concrete Bond,”Cement and Concrete Research, V. 33, No. 10, 2003, pp. 1669-1673. doi:10.1016/S0008-8846(03)00137-610.1016/S0008-8846(03)00137-610.1016/S0008-8846(03)00137-6 ↗
8. 8. Pothisiri, T., and Panedpojaman, P., “Modeling of Bonding between Steel Rebar and Concrete at Elevated Temperatures,”Construction and Building Materials, V. 27, No. 1, 2012, pp. 130-140. doi:10.1016/j.conbuildmat.2011.08.01410.1016/j.conbuildmat.2011.08.01410.1016/j.conbuildmat.2011.08.014 ↗
9. 9. Pothisiri, T., and Panedpojaman, P., “Modeling of Mechanical Bond-Slip for Steel-Reinforced Concrete under Thermal Loads,”Engineering Structures, V. 48, Mar. 2013, pp. 497-507. doi:10.1016/j.engstruct.2012.10.01510.1016/j.engstruct.2012.10.01510.1016/j.engstruct.2012.10.015 ↗
10. 10 Huang, Z., and Platten, A., “Non-Linear Finite Element Analysis of Planar Reinforced Concrete Members Subjected to Fire,”ACI Structural Journal, V. 94, No. 3, May-June 1997, pp. 272-282.10.14359/479 ↗
11. 11. Terro, M. J., “Numerical Modeling of the Behavior of Concrete Structures in Fire,”ACI Structural Journal, V. 95, No. 2, Mar.-Apr. 1998, pp. 183-193.10.14359/538 ↗
12. 12. Zha, X. X., “Three-Dimensional Non-Linear Analysis of Reinforced Concrete Members in Fire,”Building and Environment, V. 38, No. 2, 2003, pp. 297-307. doi:10.1016/S0360-1323(02)00059-810.1016/S0360-1323(02)00059-810.1016/S0360-1323(02)00059-8 ↗
13. 13. Capua, D. D., and Mari, A. R., “Non-Linear Analysis of Reinforced Concrete Cross-sections Exposed to Fire,”Fire Safety Journal, V. 42, No. 2, 2007, pp. 139-149. doi:10.1016/j.firesaf.2006.08.00910.1016/j.firesaf.2006.08.00910.1016/j.firesaf.2006.08.009 ↗
14. 14. Bratina, S.; Saje, M.; and Planinc, I., “The Effects of Different Strain Contributions on the Response of RC Beams in Fire,”Engineering Structures, V. 29, No. 3, 2007, pp. 418-430. doi:10.1016/j.engstruct.2006.05.00810.1016/j.engstruct.2006.05.00810.1016/j.engstruct.2006.05.008 ↗
15. 15. Kodur, V. K. R., and Dwaikat, M., “A Numerical Model for Predicting the Fire Resistance of Reinforced Concrete Beams,”Cement and Concrete Composites, V. 30, No. 5, 2008, pp. 431-443. doi:10.1016/j.cemconcomp.2007.08.01210.1016/j.cemconcomp.2007.08.01210.1016/j.cemconcomp.2007.08.012 ↗
16. 16. Huang, Z.; Burgess, I. W.; and Plank, R. J., “Three-Dimensional Analysis of Reinforced Concrete Beam-Column Structures in Fire,”Journal of Structural Engineering, ASCE, V. 135, No. 10, 2009, pp. 1201-1212. doi:10.1061/(ASCE)0733-9445(2009)135:10(1201)10.1061/(ASCE)0733-9445(2009)135:10(1201)10.1061/(ASCE)0733-9445(2009)135:10(1201) ↗
17. 17. Lie, T. T., and Irwin, R. J., “Method to Calculate the Fire Resistance of Reinforced Concrete Columns with Rectangular Cross Section,”ACI Structural Journal, V. 90, No. 1, Jan.-Feb. 1993, pp. 52-60.10.14359/4210 ↗
18. 18. ANSYS, ANSYS multiphysics, v11.0 SP1, ANSYS Inc., Canonsburg, PA, 2007.
19. 19. Amatavirakul, T., “Flexural Behavior of Reinforced Concrete Beam under Corrosion Using Finite Element Method,” MS thesis, Kasetsart University, Thailand, 2008.
20. 20. BS EN 1992-1-2, “Eurocode 2: Design of Concrete Structures, Part1.2: General Rules-Structural Fire Design,” British Standards Institution, London, UK, 2004.
21. 21. Ibrahim, M. A., and Mahmood, S. M., “Finite Element Modeling of Reinforced Concrete Beams Strengthened with FRP Laminates,”European Journal of Scientific Research, V. 30, No. 4, 2009, pp. 526-541.
22. 22. Zhou, S.; Rizos, D. C.; and Petrou, M. F., “Effects of Superstructure Flexibility on Strength of Reinforced Concrete Bridge Decks,”Computers & Structures, V. 82, No. 1, 2004, pp. 13-23. doi:10.1016/j.compstruc.2003.08.00910.1016/j.compstruc.2003.08.00910.1016/j.compstruc.2003.08.009 ↗
23. 23. Piloto, P. A. G.; Ramos Gavilán, A. B.; and Mesquita, L. M. R., “Advanced Numerical Method for Estimate Fire Resistance of Partially Encased Beams,”International Congress in Fire Safety in Tall Buildings, Santander, Spain, 2006.
24. 24. Huang, Z., “Modelling the Bond between Concrete and Reinforcing Steel in a Fire,”Engineering Structures, V. 32, No. 11, 2010, pp. 3660-3669. doi:10.1016/j.engstruct.2010.08.01010.1016/j.engstruct.2010.08.01010.1016/j.engstruct.2010.08.010 ↗
25. 25. Lin, T. D.; Gustaferro, A. H.; and Abrams, M. S., “Fire Endurance of Continuous Reinforced Concrete Beams,” R & DBulletinRD 072.01B, Portland Cement Association, Skokie, IL, 1981.
26. 26. Gao, W. Y.; Dai, J. G.; Teng, J. G.; and Chen, G. M., “Finite Element Modeling of Reinforced Concrete Beams Exposed to Fire,”Engineering Structures, V. 52, July 2013, pp. 488-501. doi:10.1016/j.engstruct.2013.03.01710.1016/j.engstruct.2013.03.01710.1016/j.engstruct.2013.03.017 ↗
27. 27. Dotreppe, J. C., and Franssen, J. M., “The Use of Numerical Models for the Fire Analysis of Reinforced Concrete and Composite Structures,”Engineering Analysis, V. 2, No. 2, 1985, pp. 67-74. doi:10.1016/0264-682X(85)90056-510.1016/0264-682X(85)90056-510.1016/0264-682X(85)90056-5 ↗
28. 28. Lin, X., and Zhang, Y. X., “Nonlinear Finite Element Analyses of Steel/FRP-Reinforced Concrete Beams in Fire Conditions,”Composite Structures, V. 97, Mar. 2013, pp. 277-285. doi:10.1016/j.compstruct.2012.09.04210.1016/j.compstruct.2012.09.04210.1016/j.compstruct.2012.09.042 ↗
29. 29. Choi, E. G., and Shin, Y. S., “The Structural Behavior and Simplified Thermal Analysis of Normal-Strength and High-Strength Concrete Beams under Fire,”Engineering Structures, V. 33, No. 4, 2011, pp. 1123-1132. doi:10.1016/j.engstruct.2010.12.03010.1016/j.engstruct.2010.12.03010.1016/j.engstruct.2010.12.030 ↗
30. 30. ASTM 119-98, “Standard Test Methods for Fire Testing of Building Construction and Materials,” ASTM International, West Conshohocken, PA, 1998.
31. 31. ISO 834-1, “Fire Resistance Tests—Elements of Building Construction. Part 1: General Requirement,” International Organization for Standardization, Geneva, Switzerland, 1999.