journal article·2025-07-01

Probabilistic Prediction Model for Flexure-Shear Capacity of Reinforced Concrete Girders

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ACI Structural Journal· Volume 122· Issue 4
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis

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References (34)

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1. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 624 pp.
2. Baghi, H., and Barros, J. A. O., 2017, “Design Approach to Determine Shear Capacity of Reinforced Concrete Beams Shear Strengthened with NSM Systems,” Journal of Structural Engineering, ASCE, V. 143, No. 8, p. 04017061. doi: 10.1061/(ASCE)ST.1943-541X.000179310.1061/(ASCE)ST.1943-541X.0001793 ↗
3. Baghi, H., and Barros, J. A. O., 2018, “Design-Oriented Approach to Predict Shear Strength of Reinforced Concrete Beams,” Structural Concrete, V. 19, No. 1, pp. 98-115. doi: 10.1002/suco.20170009510.1002/suco.201700095 ↗
4. Bai, J.-W.; Hueste, M. B. D.; and Gardoni, P., 2009, “Probabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America,” Journal of Structural Engineering, ASCE, V. 135, No. 10, pp. 1155-1163. doi: 10.1061/(ASCE)0733-9445(2009)135:10(1155)10.1061/(ASCE)0733-9445(2009)135:10(1155) ↗
5. Bažant, Z. P., and Yu, Q., 2008, “Minimizing Statistical Bias to Identify Size Effect from Beam Shear Database,” ACI Structural Journal, V. 105, No. 6, Nov.-Dec., pp. 685-691.10.14359/20096 ↗
6. Chetchotisak, P.; Teerawong, J.; Yindeesuk, S.; and Song, J., 2014, “New Strut-and-Tie-Models for Shear Strength Prediction and Design of RC Deep Beams,” Computers and Concrete, V. 14, No. 1, pp. 19-40. doi: 10.12989/cac.2014.14.1.01910.12989/cac.2014.14.1.019 ↗
7. CSA A23.3:19, 2019, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada, 301 pp.
8. Duan, M.; Wei, Y.; Li, G.; and Wang, X., 2017, “Modified Variable-Angle Truss Model Considering Contribution of Concrete,” China Civil Engineering Journal, V. 50, No. 6, pp. 42-49.
9. EN 1992-1-1:2004, 2004, “Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings,” European Committee for Standardization, Brussels, Belgium, 227 pp.
10. GB 50010-2010(2015), 2010, “Code for Design of Concrete Structures,” Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing, China.
11. GB 50153-2008, 2008, “Unified Standard for Reliability Design of Highway Engineering Structures,” Standardization Administration of the People’s Republic of China, Beijing, China.
12. Huang, Q.; Gardoni, P.; and Hurlebaus, S., 2009, “Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns Incorporating NDT Data,” Journal of Engineering Mechanics, ASCE, V. 135, No. 12, pp. 1384-1392. doi: 10.1061/(ASCE)0733-9399(2009)135:12(1384)10.1061/(ASCE)0733-9399(2009)135:12(1384) ↗
13. JTG 3362-2018, 2018, “Specifications for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts,” Ministry of Transport of the People’s Republic of China, Beijing, China.
14. Kotsovou, G. M., and Cotsovos, D. M., 2018, “Shear Failure Criterion for RC T-Beams,” Engineering Structures, V. 160, pp. 44-55. doi: 10.1016/j.engstruct.2017.12.04410.1016/j.engstruct.2017.12.044 ↗
15. Liu, J., and Gao, Z., 2022, “A Comparative Study of Models for Shear Strength of Reinforced Concrete T-Beams,” Structures, V. 35, pp. 922-930.10.1016/j.istruc.2021.11.044 ↗
16. Liu, S.; Ling, G.; and Yu, B., 2019, “Probabilistic Shear Strength Model of Reinforced Concrete Columns Considering Mechanical Mechanism and Uncertainties,” Engineering Mechanics, V. 36, No. 11, pp. 183-194.
17. Liu, Y., 2019, “Analysis of Deep Flexural Member Shear Bearing Capacity Based on Bayesian-MCMC Method,” Chang’an University, Xi’an, China.
18. Ma, Y.; Shi, Y.; Sun, Z.; and Wang, D., 2014, “Evaluation of Amounts of Confining Stirrups Used for RC Bridge Columns Based on Deformation Capacity,” Bridge Construction, V. 44, No. 6, pp. 57-62.
19. Ma, Y.; Wang, D.; Xie, H.; and Bai, W., 2019, “Probabilistic Deformation Capacity Models of Reinforced Concrete Columns Failed in Flexural-
20. Shear Based on Bayesian Theory,” Engineering Mechanics, V. 36, No. 7, pp. 216-226.
21. Pan, Z., and Lu, Z., 2014, “Study on Shear Strength Calculation Method for RC Beams with Explicit MCFT,” China Civil Engineering Journal, V. 47, No. 8, pp. 73-82.
22. Pansuk, W., and Sato, Y., 2007, “Shear Mechanism of Reinforced Concrete T-Beams with Stirrups,” Journal of Advanced Concrete Technology, V. 5, No. 3, pp. 395-408. doi: 10.3151/jact.5.39510.3151/jact.5.395 ↗
23. Placas, A., and Regan, P. E., 1971, “Shear Failure of Reinforced Concrete Beams,” ACI Journal Proceedings, V. 68, No. 10, Oct., pp. 763-773.10.14359/15237 ↗
24. Qi, J., and Wang, J., 2019, “Shear Strength of Reinforced Concrete T-Beams Considering the Effect of Flange,” Journal of Southwest University (Natural Science Edition), V. 49, No. 4, pp. 638-644.
25. Ramadan, O. M.; Abdel-Kareem, A. H.; El-Azab, I. A.; and Abousafa, H. R., 2022, “Flange Contribution to the Shear Strength of RC T-Beams with Flange in Compression,” Buildings, V. 12, No. 6, p. 803 doi: 10.3390/buildings1206080310.3390/buildings12060803 ↗
26. Sahoo, D. R.; Bhagat, S.; and Reddy, T. C. V., 2016, “Experimental Study on Shear-Span to Effective-Depth Ratio of Steel Fiber Reinforced Concrete T-Beams,” Materials and Structures, V. 49, No. 9, pp. 3815-3830. doi: 10.1617/s11527-015-0756-610.1617/s11527-015-0756-6 ↗
27. Swartz, B. D.; Scanlon, A.; and Schokker, A. J., 2012, “AASHTO LRFD Bridge Design Specifications Provisions for Loss of Prestress,” PCI Journal, V. 57, No. 4, pp. 108-132. doi: 10.15554/pcij.09012012.108.13210.15554/pcij.09012012.108.132 ↗
28. Vecchio, F. J., and Collins, M. P., 1986, “The Modified Compression-
29. Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal Proceedings, V. 83, No. 2, Mar.-Apr., pp. 219-231.
30. Yang, S., 2020, “The Corrosion Process of Chloride Ion of Reinforced Concrete T-Beam Considering Study on the Decay Law of Shear Capacity,” Chongqing Jiaotong University, Chongqing, China.
31. Zararis, I. P.; Karaveziroglou, M. K.; and Zararis, P. D., 2006, “Shear Strength of Reinforced Concrete T-Beams,” ACI Structural Journal, V. 103, No. 5, Sept.-Oct., pp. 693-700.10.14359/16921 ↗
32. Zhang, F.; Gao, H.; and Zhao, G., 2022, “Probabilistic Calculation Model of Inclined Crack Angle of Prestressed Concrete Beam,” Journal of Architecture and Civil Engineering, V. 39, No. 5, pp. 104-112.
33. Zhang, P., 2011, “Study on Oblique Section Shear-Bearing Capacity of RPC Beam Based on Softened Truss Theory,” Beijing Jiaotong University, Beijing, China.
34. Zhang, P.; Zhu, H.; Wu, G.; Meng, S.; and Wu, Z., 2017, “Flexural Performance of HFRP-RC Composite T-Beams with Different Interfaces,” Journal of Composites for Construction, ASCE, V. 21, No. 3, p. 04016101. doi: 10.1061/(ASCE)CC.1943-5614.000075710.1061/(ASCE)CC.1943-5614.0000757 ↗