journal article·2020-11-01

Machine Learning Assessment of Fiber-Reinforced Polymer-Strengthened and Reinforced Concrete Members

Authors not provided

ACI Structural Journal· Volume 117· Issue 6
Publisher page

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: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Innovative concrete reinforcement materials

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

References (100+)

Show source-provided references
1. Rasheed, H. A., Strengthening Design of Reinforced Concrete with FRP, CRC Press, Boca Raton, FL, 2014.10.1201/b17968 ↗
2. Palmieri, A.; Matthys, S.; and Taerwe, L., “Experimental Investigation on Fire Endurance of Insulated Concrete Beams Strengthened with Near Surface Mounted FRP Bar Reinforcement,” Composites. Part B, Engineering, V. 43, No. 3, 2012, pp. 885-895. doi: 10.1016/j.compositesb.2011.11.06110.1016/j.compositesb.2011.11.061 ↗
3. Masoud, S., and Soudki, K., “Evaluation of Corrosion Activity in FRP Repaired RC Beams,” Cement and Concrete Composites, V. 28, No. 10, 2006, pp. 969-977. doi: 10.1016/j.cemconcomp.2006.07.01310.1016/j.cemconcomp.2006.07.013 ↗
4. Saadatmanesh, H.; Ehsani, M. R.; and Jin, L., “Repair of Earthquake-Damaged RC Columns with FRP Wraps,” ACI Structural Journal, V. 94, No. 2, Mar.-Apr. 1997, pp. 206-215.10.14359/474 ↗
5. Hawileh, R.; Tanarslan, M.; Naser, M. Z.; and Abdalla, J. A., “Experimental and Numerical Investigation on the Performance of Shear Deficient RC Beams Strengthened with NSM GFRP Reinforcement under Cyclic Loading,” ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme, 2011.
6. CSA S806-02, “Design and Construction of Building Components with Fibre-Reinforced Polymers,” Canadian Standards Association, Toronto, ON, Canada, 2002.
7. ACI Committee 440, “Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.1R-15),” American Concrete Institute, Farmington Hills, MI, 2015, 88 pp.
8. CNRDT-203, “Guide for the Design and Construction of Concrete Structures Reinforced with Fiber-Reinforced Polymer Bars,” Advisory Committee on Technical Recommendations for Construction, Rome, Italy, 2007.
9. JSCE, “Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials,” Japan Society of Civil Engineers, Tokyo, Japan, 1997.
10. Lu, X. Z.; Teng, J. G.; Ye, L. P.; and Jiang, J. J., “Bond-Slip Models for FRP Sheets/Plates Bonded to Concrete,” Engineering Structures, V. 27, No. 6, 2005, pp. 920-937. doi: 10.1016/j.engstruct.2005.01.01410.1016/j.engstruct.2005.01.014 ↗
11. Ko, H.; Matthys, S.; Palmieri, A.; and Sato, Y., “Development of a Simplified Bond Stress-Slip Model for Bonded FRP-Concrete Interfaces,” Construction & Building Materials, V. 68, 2014, pp. 142-157. doi: 10.1016/j.conbuildmat.2014.06.03710.1016/j.conbuildmat.2014.06.037 ↗
12. Razaqpur, A. G., and Spadea, S., “Shear Strength of FRP Reinforced Concrete Members with Stirrups,” Journal of Composites for Construction, ASCE, V. 19, No. 1, 2015, p. 04014025. doi: 10.1061/(ASCE)CC.1943-5614.000048310.1061/(ASCE)CC.1943-5614.0000483 ↗
13. Ashour, A. F., and Kara, I. F., “Size Effect on Shear Strength of FRP Reinforced Concrete Beams,” Composites. Part B, Engineering, V. 60, 2014, pp. 612-620. doi: 10.1016/j.compositesb.2013.12.00210.1016/j.compositesb.2013.12.002 ↗
14. Russell, S., and Norvig, P., Artificial Intelligence A Modern Approach, third edition, Pearson, Essex, UK, 2009, 1152 pp.
15. Perera, R.; Barchín, M.; Arteaga, A.; and De Diego, A., “Prediction of the Ultimate Strength of Reinforced Concrete Beams FRP-Strengthened in Shear Using Neural Networks,” Composites. Part B, Engineering, V. 41, No. 4, 2010, pp. 287-298. doi: 10.1016/j.compositesb.2010.03.00310.1016/j.compositesb.2010.03.003 ↗
16. Tanarslan, H. M.; Kumanlioglu, A.; and Sakar, G., “An Anticipated Shear Design Method for Reinforced Concrete Beams Strengthened with Anchoraged Carbon Fiber-Reinforced Polymer by Using Neural Network,” Structural Design of Tall and Special Buildings, V. 24, No. 1, 2015, pp. 19-39. doi: 10.1002/tal.115210.1002/tal.1152 ↗
17. Mashrei, M. A.; Seracino, R.; and Rahman, M. S., “Application of Artificial Neural Networks to Predict the Bond Strength of FRP-to-Concrete Joints,” Construction and Building Materials, V. 40, 2013, pp. 812-821. doi: 10.1016/j.conbuildmat.2012.11.10910.1016/j.conbuildmat.2012.11.109 ↗
18. Alavi, A. H.; Gandomi, A. H.; Sahab, M. G.; and Gandomi, M., “Multi Expression Programming: A New Approach to Formulation of Soil Classification,” Engineering with Computers, V. 26, No. 2, 2010, pp. 111-118. doi: 10.1007/s00366-009-0140-710.1007/s00366-009-0140-7 ↗
19. Bishop, C., Pattern Recognition and Machine Learning, Technometrics, 2007.
20. Koza, J. R., “A Genetic Approach to Finding a Controller to Back Up a Tractor-Trailer Truck,” Proceedings of the 1992 American Control Conference, 1992, pp. 2307-2311.10.23919/ACC.1992.4792548 ↗
21. Ueda, T., and Dai, J., “Interface Bond between FRP Sheets and Concrete Substrates: Properties, Numerical Modeling and Roles in Member Behaviour,” Progress in Structural Engineering and Materials, V. 7, No. 1, 2005, pp. 27-43. doi: 10.1002/pse.18710.1002/pse.187 ↗
22. Toutanji, H.; Han, M.; and Ghorbel, E., “Interfacial Bond Strength Characteristics of FRP and RC Substrate,” Journal of Composites for Construction, ASCE, V. 16, No. 1, 2012, pp. 35-46. doi: 10.1061/(ASCE)CC.1943-5614.000023610.1061/(ASCE)CC.1943-5614.0000236 ↗
23. Ko, H., and Sato, Y., “Bond Stress-Slip Relationship between FRP Sheet and Concrete under Cyclic Load,” Journal of Composites for Construction, ASCE, V. 11, No. 4, 2007, pp. 419-426. doi: 10.1061/(ASCE)1090-0268(2007)11:4(419)10.1061/(ASCE)1090-0268(2007)11:4(419) ↗
24. Pellegrino, C.; Tinazzi, D.; and Modena, C., “Experimental Study on Bond Behavior between Concrete and FRP Reinforcement,” Journal of Composites for Construction, ASCE, V. 12, No. 2, 2008, pp. 180-189. doi: 10.1061/(ASCE)1090-0268(2008)12:2(180)10.1061/(ASCE)1090-0268(2008)12:2(180) ↗
25. Bimal, B., and Hiroshi, M., “Study on the Bond between Concrete and Externally Bonded CFRP Sheet,” 5th International Symposium on FRP Reinforcement for Concrete Structures, 2001, pp. 371-378.
26. Wu, Z.; Yuan, H.; and Niu, H., “Exprimental/Analytical Study on Interfacial Fracture Energy and Fracture Propagation Along FRPConcrete Interface,” Fracture Mechanics for Concrete Materials, 2001.
27. Tan, Z., “Experimental Research for RC Beam Strengthened with GFRP,” University of Tsinghua, Beijing, China, 2002.
28. Kamiharako, A.; Shimomura, T.; Maruyama, K.; and Nishida, H., “Analysis of Bond and Debonding Behavior of Continuous Fiber Sheet Bonded on Concrete,” Doboku Gakkai Rombunshuu, V. 1999, No. 634, 1999, pp. 197-208. doi: 10.2208/jscej.1999.634_19710.2208/jscej.1999.634_197 ↗
29. Zhao, H.; Zhang, Y.; and Zhao, M., “Research on the Bond Performance between CFRP Plate and Concrete,” 1st Conference on FRP Concrete Structures of China, 2000.
30. Takeo, K.; Matsushita, H.; Makizumi, T.; and Nagashima, G., “Bond Characteristics of CFRP Sheets in the CFRP Bonding Technique,” Proceedings of Japan Concrete Institute, V. 19, No. 2, 1997, pp. 1599-1604.
31. Ren, H., “Study on Basic Theories and Long Time Behavior of Concrete Structures Strengthened by Fiber Reinforced Polymers,” Dalian University of Technology, Dalian, China, 2003.
32. Yao, J.; Teng, J. G.; and Chen, J. F., “Experimental Study on FRP-to-Concrete Bonded Joints,” Composites. Part B, Engineering, V. 36, No. 2, 2005, pp. 99-113. doi: 10.1016/j.compositesb.2004.06.00110.1016/j.compositesb.2004.06.001 ↗
33. Seo, S. Y.; Feo, L.; and Hui, D., “Bond Strength of Near Surface-Mounted FRP Plate for Retrofit of Concrete Structures,” Composite Structures, V. 95, 2013, pp. 719-727. doi: 10.1016/j.compstruct.2012.08.03810.1016/j.compstruct.2012.08.038 ↗
34. Wu, Y. F., and Jiang, C., “Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints,” Journal of Composites for Construction, ASCE, V. 17, No. 5, 2013, pp. 673-686. doi: 10.1061/(ASCE)CC.1943-5614.000037510.1061/(ASCE)CC.1943-5614.0000375 ↗
35. Alagusundaramoorthy, P.; Harik, I. E.; and Choo, C. C., “Flexural Behavior of R/C Beams Strengthened with Carbon Fiber Reinforced Polymer Sheets or Fabric,” Journal of Composites for Construction, ASCE, V. 7, No. 4, 2003, pp. 292-301. doi: 10.1061/(ASCE)1090-0268(2003)7:4(292)10.1061/(ASCE)1090-0268(2003)7:4(292) ↗
36. Almusallam, T. H., and Al-Salloum, Y. A., “Ultimate Strength Prediction for RC Beams Externally Strengthened by Composite Materials,” Composites. Part B, Engineering, V. 32, No. 7, 2001, pp. 609-619. doi: 10.1016/S1359-8368(01)00008-710.1016/S1359-8368(01)00008-7 ↗
37. Arduini, M.; Di Tommaso, A.; and Nanni, A., “Brittle Failure in FRP Plate and Sheet Bonded Beams,” ACI Structural Journal, V. 94, No. 4, July-Aug. 1997, pp. 363-370.10.14359/487 ↗
38. Barros, J. A. O.; Dias, S. J. E.; and Lima, J. L. T., “Efficacy of CFRP-Based Techniques for the Flexural and Shear Strengthening of Concrete Beams,” Cement and Concrete Composites, V. 29, No. 3, 2007, pp. 203-217. doi: 10.1016/j.cemconcomp.2006.09.00110.1016/j.cemconcomp.2006.09.001 ↗
39. Ceroni, F., “Experimental Performances of RC Beams Strengthened with FRP Materials,” Construction and Building Materials, V. 24, No. 9, 2010, pp. 1547-1559. doi: 10.1016/j.conbuildmat.2010.03.00810.1016/j.conbuildmat.2010.03.008 ↗
40. Kuntal, V. S.; Chellapandian, M.; and Prakash, S. S., “Efficient Near Surface Mounted CFRP Shear Strengthening of High Strength Prestressed Concrete Beams – An Experimental Study,” Composite Structures, V. 180, 2017, pp. 16-28. doi: 10.1016/j.compstruct.2017.07.09510.1016/j.compstruct.2017.07.095 ↗
41. Naser, M. Z., “Heuristic Machine Cognition to Predict Fire-Induced Spalling and Fire Resistance of Concrete Structures,” Automation in Construction, V. 106, 2019, p. 102916 doi: 10.1016/j.autcon.2019.10291610.1016/j.autcon.2019.102916 ↗
42. Daghash, S. M., and Ozbulut, O. E., “Flexural Performance Evaluation of NSM Basalt FRP-Strengthened Concrete Beams Using Digital Image Correlation System,” Composite Structures, V. 176, 2017, pp. 748-756. doi: 10.1016/j.compstruct.2017.06.02110.1016/j.compstruct.2017.06.021 ↗
43. Dai, J. G.; Ueda, T.; Sato, Y.; and Ito, T., “Flexural Strengthening of RC Beams Using Externally Bonded FRP Sheets through Flexible Adhesive Bonding,” International Symposium on Bond Behavior of FRP in Structures (BBFS 2005), 2005.
44. Dias, S. J. E.; Barros, J. A. O.; and Janwaen, W., “Behavior of RC Beams Flexurally Strengthened with NSM CFRP Laminates,” Composite Structures, V. 201, 2018, pp. 363-376. doi: 10.1016/j.compstruct.2018.05.12610.1016/j.compstruct.2018.05.126 ↗
45. Fanning, P. J., and Kelly, O., “Ultimate Response of RC Beams Strengthened with CFRP Plates,” Journal of Composites for Construction, ASCE, V. 5, No. 2, 2001, pp. 122-127. doi: 10.1061/(ASCE)1090-0268(2001)5:2(122)10.1061/(ASCE)1090-0268(2001)5:2(122) ↗
46. Al-Mahmoud, F.; Castel, A.; François, R.; and Tourneur, C., “RC Beams Strengthened with NSM CFRP Rods and Modeling of Peeling-Off Failure,” Composite Structures, V. 92, No. 2010, pp. 1920-1930.10.1016/j.compstruct.2010.01.002 ↗
47. Kotynia, R., “Analysis of the Flexural Response of NSM FRP-Strengthened Concrete Beams,” 8th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures (FRPRCS-8), 2007. pp. 16-18.
48. Rahimi, H., and Hutchinson, A., “Concrete Beams Strengthened with Externally Bonded FRP Plates,” Journal of Composites for Construction, ASCE, V. 5, No. 1, 2001, pp. 44-56. doi: 10.1061/(ASCE)1090-0268(2001)5:1(44)10.1061/(ASCE)1090-0268(2001)5:1(44) ↗
49. Hawileh, R. A.; Naser, M. Z.; and Abdalla, J. A., “Finite Element Simulation of Reinforced Concrete Beams Externally Strengthened with Short-Length CFRP Plates,” Composites. Part B, Engineering, V. 45, No. 1, 2013, pp. 1722-1730. doi: 10.1016/j.compositesb.2012.09.03210.1016/j.compositesb.2012.09.032 ↗
50. Al-Tamimi, A. K.; Hawileh, R.; Abdalla, J.; and Rasheed, H., “Effects of Ratio of CFRP Plate Length to Shear Span and End Anchorage on Flexural Behavior of SCC RC Beams,” Journal of Composites for Construction, ASCE, V. 15, No. 6, 2011, pp. 908-919. doi: 10.1061/(ASCE)CC.1943-5614.000022110.1061/(ASCE)CC.1943-5614.0000221 ↗
51. Sabau, C.; Popescu, C.; Sas, G.; Schmidt, J. W.; Blanksvärd, T.; and Täljsten, B., “Strengthening of RC Beams Using Bottom and Side NSM Reinforcement,” Composites. Part B, Engineering, V. 149, 2018, pp. 82-91. doi: 10.1016/j.compositesb.2018.05.01110.1016/j.compositesb.2018.05.011 ↗
52. Lu, X. Z.; Ye, L. P.; Teng, J. G.; and Jiang, J. J., “Meso-Scale Finite Element Model for FRP Sheets/Plates Bonded to Concrete,” Engineering Structures, V. 27, No. 4, 2005, pp. 564-575. doi: 10.1016/j.engstruct.2004.11.01510.1016/j.engstruct.2004.11.015 ↗
53. Sharaky, I. A.; Torres, L.; Comas, J.; and Barris, C., “Flexural Response of Reinforced Concrete (RC) Beams Strengthened with Near Surface Mounted (NSM) Fibre Reinforced Polymer (FRP) Bars,” Composite Structures, V. 109, 2014, pp. 8-22. doi: 10.1016/j.compstruct.2013.10.05110.1016/j.compstruct.2013.10.051 ↗
54. Teng, J. G.; De Lorenzis, L.; Wang, B.; Li, R.; Wong, T. N.; and Lam, L., “Debonding Failures of RC Beams Strengthened with Near Surface Mounted CFRP Strips,” Journal of Composites for Construction, ASCE, V. 10, No. 2, 2006, pp. 92-105. doi: 10.1061/(ASCE)1090-0268(2006)10:2(92)10.1061/(ASCE)1090-0268(2006)10:2(92) ↗
55. Triantafillou, T. C., and Plevris, N., “Strengthening of RC Beams with Epoxy-Bonded Fibre-Composite Materials,” Materials and Structures, V. 25, No. 4, 1992, pp. 201-211. doi: 10.1007/BF0247306410.1007/BF02473064 ↗
56. Wenwei, W., and Guo, L., “Experimental Study and Analysis of RC Beams Strengthened with CFRP Laminates under Sustaining Load,” International Journal of Solids and Structures, V. 43, No. 6, 2006, pp. 1372-1387. doi: 10.1016/j.ijsolstr.2005.03.07610.1016/j.ijsolstr.2005.03.076 ↗
57. Triantafillou, T. C., “Shear Strengthening of Reinforced Concrete Beams Using Epoxy-Bonded FRP Composites,” ACI Structural Journal, V. 95, No. 2, Mar.-Apr. 1998, pp. 107-115.10.14359/531 ↗
58. Alam, M.; Hussein, A.; and Ebrahim, E., “Shear Strength of Concrete Beams Reinforced with Glass Fibre Reinforced Polymer (GFRP) Bars,” Annual Conference - Canadian Society for Civil Engineering, 2009.
59. Alkhrdaji, T.; Wideman, M. A.; Belarbi, A.; and Nanni, A., “Shear Strength of GFRP RC Beams and Slabs,” Composites in Construction, 2001, 409-414 pp.
60. Bentz, E. C.; Massam, L.; and Collins, M. P., “Shear Strength of Large Concrete Members with FRP Reinforcement,” Journal of Composites for Construction, ASCE, V. 14, No. 6, 2010, pp. 637-646. doi: 10.1061/(ASCE)CC.1943-5614.000010810.1061/(ASCE)CC.1943-5614.0000108 ↗
61. Deitz, D. H.; Harik, I. E.; and Gesund, H., “One-Way Slabs Reinforced with Glass Fiber Reinforced Polymer Reinforcing Bars,” Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, American Concrete Institute, Farmington Hills, MI, 1999, pp. 279-286.
62. Dal Lago, B.; Taylor, S. E.; Deegan, P.; Ferrara, L.; Sonebi, M.; Crosset, P.; and Pattarini, A., “Full-Scale Testing and Numerical Analysis of a Precast Fibre Reinforced Self-Compacting Concrete Slab Pre-Stressed with Basalt Fibre Reinforced Polymer Bars,” Composites. Part B, Engineering, V. 128, 2017, pp. 120-133. doi: 10.1016/j.compositesb.2017.07.00410.1016/j.compositesb.2017.07.004 ↗
63. Neubauer, U., and Rostasty, F. S., “Bond Failure of Concrete Fibre Reinforced Polymer Plates at Inclined Crack-Experiment and Fracture Mechanism Model,” Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, American Concrete Institute, Farmington Hills, MI, 1999.
64. El-Sayed, A.; El-Salakawy, E.; and Benmokrane, B., “Shear Strength of One-Way Concrete Slabs Reinforced with Fiber-Reinforced Polymer Composite Bars,” Journal of Composites for Construction, ASCE, V. 9, No. 2, 2005, pp. 147-157. doi: 10.1061/(ASCE)1090-0268(2005)9:2(147)10.1061/(ASCE)1090-0268(2005)9:2(147) ↗
65. El-Sayed, A. K.; El-Salakawy, E. F.; and Benmokrane, B., “Shear Strength of FRP-Reinforced Concrete Beams without Transverse Reinforcement,” ACI Structural Journal, V. 103, No. 2, Mar.-Apr. 2006, pp. 235-243.10.14359/15181 ↗
66. Gross, S. P.; Yost, J. R.; Dinehart, D. W.; and Svensen, E., “Shear Strength of Normal and High Strength Concrete Beams Reinforced with GFRP Bars,” High Performance Materials in Bridges, 2003, pp. 426-437.10.1061/40691(2003)38 ↗
67. Guadagnini, M.; Pilakoutas, K.; and Waldron, P., “Shear Resistance of FRP RC Beams: Experimental Study,” Journal of Composites for Construction, ASCE, V. 10, No. 6, 2006, pp. 464-473. doi: 10.1061/(ASCE)1090-0268(2006)10:6(464)10.1061/(ASCE)1090-0268(2006)10:6(464) ↗
68. Jang, H.; Kim, M.; Cho, J.; and Kim, C., “Concrete Shear Strength of Beams Reinforced with FRP Bars According to Flexural Reinforcement Ratio and Shear Span to Depth Ratio,” 9th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures. 2009.
69. Kilpatrick, A., and Dawborn, R., “Flexural Shear Capacity of High Strength Concrete Slabs Reinforced with Longitudinal GFRP Bars,” 2nd International Congress, 2006.
70. Kim, Y. H.; Park, Y.; and Bai, J.-W., “Probabilistic Shear Capacity Models for Concrete Members with Internal Composite Reinforcement,” Journal of Composites for Construction, ASCE, V. 21, No. 2, 2017, p. 04016083. doi: 10.1061/(ASCE)CC.1943-5614.000073910.1061/(ASCE)CC.1943-5614.0000739 ↗
71. Michaluk, C. R.; Rizkalla, S. H.; Tadros, G.; and Benmokrane, B., “Flexural Behavior of One-Way Concrete Slabs Reinforced by Fiber Reinforced Plastic Reinforcements,” ACI Structural Journal, V. 95, No. 3, May-June 1998, pp. 353-365.10.14359/552 ↗
72. Mizukawa, Y.; Sato, Y.; Ueda, T.; and Kakuta, Y., “A Study on Shear Fatigue Behavior of Concrete Beams with FRP Rods,” Non-Metallic (FRP) Reinforcement for Concrete Structure, 1997.
73. Nakamura, H., and Higa, I. T., “Evaluation of Shear Strength of Concrete Beams Reinforced with FRP,” Doboku Gakkai Ronbunshu, 1995.10.2208/jscej.1995.508_89 ↗
74. Nakaba, K.; Kanakubo, T.; Furuta, T.; and Yoshizawa, H., “Bond Behavior between Fiber-Reinforced Polymer Laminates and Concrete,” ACI Structural Journal, V. 98, No. 3, May-June 2001, pp. 359-367.10.14359/10224 ↗
75. Okamoto, T.; Nagasaka, T.; and Tanigaki, M., “Shear Capacity of Concrete Beams Using FRP Reinforcement,” Journal of Structural and Construction Engineering, V. 59, No. 455, 1994, pp. 127-136.10.3130/aijs.59.127_1 ↗
76. Olivito, R. S., and Zuccarello, F. A., “On the Shear Behaviour of Concrete Beams Reinforced by Carbon Fibre-Reinforced Polymer Bars: An experimental Investigation by Means of Acoustic Emission Technique,” Strain, V. 46, No. 5, 2010, pp. 470-481. doi: 10.1111/j.1475-1305.2009.00699.x10.1111/j.1475-1305.2009.00699.x ↗
77. Razaqpur, A. G.; Isgor, B. O.; Greenaway, S.; and Selley, A., “Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete Members,” Journal of Composites for Construction, ASCE, V. 8, No. 5, 2004, pp. 452-460. doi: 10.1061/(ASCE)1090-0268(2004)8:5(452)10.1061/(ASCE)1090-0268(2004)8:5(452) ↗
78. Razaqpur, A. G.; Shedid, M.; and Isgor, B., “Shear Strength of Fiber-Reinforced Polymer Reinforced Concrete Beams Subject to Unsymmetric Loading,” Journal of Composites for Construction, ASCE, V. 15, No. 4, 2011, pp. 500-512. doi: 10.1061/(ASCE)CC.1943-5614.000018410.1061/(ASCE)CC.1943-5614.0000184 ↗
79. Swamy, N., and Aburawi, M., “Shear Behaviour of Large-Size Beams Reinforced with Glass FRP Bars,” Advanced Composite Materials in Bridges and Structures: 5th Int. Conf., ACMBS-II, 2008.
80. Swamy, N., and Aburawi, M., “Structural Implications of Using GFRP Bars as Concrete Reinforcement,” Proceedings of the Third International Symposium on NonMetallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3), Japan Concrete Institute, Tokyo, Japan, V. 2, pp. 503-510.
81. Tariq, M., and Newhook, J., “Shear Testing of FRP Reinforced Concrete without Transverse Reinforcement,” Annual Conference of the Canadian Society for Civil Engineering, 2003.
82. Tureyen, A. K., and Frosch, R. J., “Shear Tests of FRP-Reinforced Concrete Beams without Stirrups,” ACI Structural Journal, V. 99, No. 4, July-Aug. 2002, pp. 427-434.10.14359/12111 ↗
83. Vijay, P. V.; Kumar, S. V.; and GangaRao, H., “Shear and Ductility Behavior of Concrete Beams Reinforced with GFRP Rebars,” The 2nd International Conference on Advanced Composite Materials in Bridges And Structures, ACMBS-II, 1996.
84. Yost, J. R.; Goodspeed, C. H.; and Schmeckpeper, E. R., “Flexural Performance of Concrete Beams Reinforced with FRP Grids,” Journal of Composites for Construction, V. 5, No. 1, 2001, pp. 18-25. doi: 10.1061/(ASCE)1090-0268(2001)5:1(18)10.1061/(ASCE)1090-0268(2001)5:1(18) ↗
85. Chen, J. F., and Teng, J. G., “Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete,” Journal of Structural Engineering, ASCE, V. 127, No. 7, 2001, pp. 784-791. doi: 10.1061/(ASCE)0733-9445(2001)127:7(784)10.1061/(ASCE)0733-9445(2001)127:7(784) ↗
86. Naser, M.; Abu-Lebdeh, G.; and Hawileh, R., “Analysis of RC T-Beams Strengthened with CFRP Plates under Fire Loading Using ANN,” Construction and Building Materials, V. 37, 2012, pp. 301-309. doi: 10.1016/j.conbuildmat.2012.07.00110.1016/j.conbuildmat.2012.07.001 ↗
87. Brosens, K., and Van Gemert, D., “Anchorage Design for Externally Bonded Carbon Fiber Reinforced Polymer Laminates,” Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, American Concrete Institute, Farmington Hills, MI, 1999.
88. Monti, G.; Renzelli, M.; and Luciani, P., “FRP Adhesion in Uncracked and Cracked Concrete Zones,” Fibre-Reinforced Polymer Reinforcement for Concrete Structures, 2003.10.1142/9789812704863_0015 ↗
89. Lorenzis, L.; Miller, B.; and Nanni, A., “Bond of Fiber-Reinforced Polymer Laminates to Concrete,” ACI Materials Journal, V. 98, No. 3, May-June 2001, pp. 256-264.10.14359/10281 ↗
90. Ueda, T.; Dai, J. G.; and Sato, Y., “A Nonlinear Bond Stress-Slip Relationship for FRP Sheet-Concrete Interface,” International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures, 2003.
91. Coelho, M. R. F.; Sena-Cruz, J. M.; Neves, L. A. C.; Pereira, M.; Cortez, P.; and Miranda, T., “Using Data Mining Algorithms to Predict the Bond Strength of NSM FRP Systems in Concrete,” Construction and Building Materials, V. 126, 2016, pp. 484-495. doi: 10.1016/j.conbuildmat.2016.09.04810.1016/j.conbuildmat.2016.09.048 ↗
92. Dai, J.; Ueda, T.; and Sato, Y., “Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method,” Journal of Composites for Construction, ASCE, V. 9, No. 1, 2005, pp. 484-495. doi: 10.1061/(ASCE)1090-0268(2005)9:1(52)10.1061/(ASCE)1090-0268(2005)9:1(52) ↗
93. Savioa, M.; Farracuti, B.; and Mazzotti, C., “Non-Linear Bond–Slip Law for FRP Concrete Interface,” 6th International Symposium on FRP Reinforcement for Concrete Structures, 2003, pp. 163-172.10.1142/9789812704863_0013 ↗
94. Naser, M. Z., “Properties and Material Models for Common Construction Materials at Elevated Temperatures,” Construction and Building Materials, V. 215, 2019, pp. 192-206. doi: 10.1016/j.conbuildmat.2019.04.18210.1016/j.conbuildmat.2019.04.182 ↗
95. Naser, M. Z.; Hawileh, R. A.; and Abdalla, J. A., “Fiber-Reinforced Polymer Composites in Strengthening Reinforced Concrete Structures: A Critical Review,” Engineering Structures, V. 198, 2019, p. 109542. doi: 10.1016/j.engstruct.2019.10954210.1016/j.engstruct.2019.109542 ↗
96. Naser, M., “ACI FRP Databases - Machine Learning Assessment of FRP-Strengthened and Reinforced Concrete Members,” Mendeley Data, 2020. doi: 10.17632/8hv5grr49s.310.17632/8hv5grr49s.3
97. Czarnecki, L.; Kaproń, M.; and, Van Gemert, D. A., “Sustainable Construction: Challenges, Contribution of Polymers, Research Arena,” Restoration of Buildings and Monuments, V. 19, No. 2-3, 2013.10.1515/rbm-2013-6583 ↗
98. Alam, M.; Hussein, A.; and Ebrahim, E. M., “Shear Strength of Concrete Beams Reinforced with Glass Fibre Reinforced Polymer (GFRP) Bars,” 9th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures, FRPRCS9, Sydney, Australia, July 13-15, 2009.
99. Kilpatrick, A. E., and Rangan, B. V., “Tests on High-Strength Concrete-Filled Steel Tubular Columns,” ACI Structural Journal, V. 96, No. 2, Mar.-Apr. 1999, pp. 268-274.10.14359/618 ↗
100. Zhao, J.; Zheng, J.; Peng, G.; and van Breugel, K., “A Meso-Level Investigation into the Explosive Spalling Mechanism of High-Performance Concrete Under Fire Exposure,” Cement and Concrete Research, V. 65, 2014, pp. 64-75. doi: 10.1016/j.cemconres.2014.07.01010.1016/j.cemconres.2014.07.010 ↗