Innovative Reinforced Concrete Deep Beam Analysis Using Improved Strut-and-Tie Method
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis
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References (20)
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1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
2. Wang, C. M., “Timoshenko Beam-Bending Solutions in Terms of Euler-Bernoulli Solutions,” Journal of Engineering Mechanics, ASCE, V. 121, No. 6, 1995, pp. 763-765.10.1061/(ASCE)0733-9399(1995)121:6(763) ↗
3. Norris, T.; Saadatmanesh, H.; and Ehsani, M. R., “Shear and Flexural Strengthening of R/C Beams with Carbon Fiber Sheets,” Journal of Structural Engineering, ASCE, V. 123, No. 7, 1997, pp. 903-911.10.1061/(ASCE)0733-9445(1997)123:7(903) ↗
4. Aguilar, G.; Matamoros, A. B.; Parra-Montesinos, G.; Ramírez, J. A.; and Wight, J. K., “Experimental Evaluation of Design Procedures for Shear Strength of Deep Reinfoced Concrete Beams,” ACI Structural Journal, V. 99, No. 4, July-Aug. 2002, pp. 539-548.10.14359/12123 ↗
5. Salami, M.; Kobayashi, H.; and Unjoh, S., “Experimental and Analytical Study on RC Deep Beams,” Asian Journal of Civil Engineering, V. 6, No. 5, 2005, pp. 487-499.
6. Kim, H. S.; Lee, M. S.; and Shin, Y. S., “Structural Behaviors of Deep RC Beams under Combined Axial and Bending Force,” Procedia Engineering, V. 14, 2011, pp. 2212-2218.10.1016/j.proeng.2011.07.278 ↗
7. Zhu, W.; François, R.; Cleland, D.; and Coronelli, D., “Failure Mode Transitions of Corroded Deep Beams Exposed to Marine Environment for Long Period,” Engineering Structures, V. 96, 2015, pp. 66-77.10.1016/j.engstruct.2015.04.004 ↗
8. Raheem, M. M., and Rasheed, H. A., “Novel Truss Analogy Model to Predict Full Response of Reinforced Concrete Deep Beams,” ACI Structural Journal, V. 119, No. 4, July 2022, pp. 97-108.10.14359/51734655 ↗
9. Pham, H., and Al-Mahaidi, R., “Experimental Investigation Into Flexural Retrofitting of Reinforced Concrete Bridge Beams Using FRP Composites,” Composite Structures, V. 66, No. 1-4, 2004, pp. 617-625.10.1016/j.compstruct.2004.05.010 ↗
10. Abbood, I. S., “Strut-and-Tie Model and Its Applications in Reinforced Concrete Deep Beams: A Comprehensive Review,” Case Studies in Construction Materials, V. 19, 2023, Article No. e02643.10.1016/j.cscm.2023.e02643 ↗
11. Sanad, A., and Saka, M. P., “Prediction of Ultimate Shear Strength of Reinforced-Concrete Deep Beams Using Neural Networks,” Journal of Structural Engineering, ASCE, V. 127, No. 7, 2001, pp. 818-828.10.1061/(ASCE)0733-9445(2001)127:7(818) ↗
12. Tan, K. H., and Cheng, G. H., “Size Effect on Shear Strength of Deep Beams: Investigating with Strut-and-Tie Model,” Journal of Structural Engineering, ASCE, V. 132, No. 5, 2006, pp. 673-685.10.1061/(ASCE)0733-9445(2006)132:5(673) ↗
13. Gandomi, A. H.; Alavi, A. H.; Mohammadzadeh Shadmehri, D.; and Sahab, M. G., “An Empirical Model for Shear Capacity of RC Deep Beams Using Genetic-Simulated Annealing,” Archives of Civil and Mechanical Engineering, V. 13, No. 3, 2013, pp. 354-369.10.1016/j.acme.2013.02.007 ↗
14. Chou, J.-S.; Ngo, N.-T.; and Pham, A.-D., “Shear Strength Prediction in Reinforced Concrete Deep Beams Using Nature-Inspired Metaheuristic Support Vector Regression,” Journal of Computing in Civil Engineering, ASCE, V. 30, No. 1, 2016, p. 04015002.10.1061/(ASCE)CP.1943-5487.0000466 ↗
15. Ismail, K. S.; Guadagnini, M.; and Pilakoutas, K., “Strut-and-Tie Modeling of Reinforced Concrete Deep Beams,” Journal of Structural Engineering, ASCE, V. 144, No. 2, 2018, p. 04017216.10.1061/(ASCE)ST.1943-541X.0001974 ↗
16. Nayal, R., and Rasheed, H. A., “Tension Stiffening Model for Concrete Beams Reinforced with Steel and FRP Bars,” Journal of Materials in Civil Engineering, ASCE, V. 18, No. 6, 2006, pp. 831-841.10.1061/(ASCE)0899-1561(2006)18:6(831) ↗
17. Jin, L.; Zhang, J.; Song, B.; Li, D.; Li, P.; and Du, X., “Effect of Stirrups on Shear Performance of Geometrically-Similar Reinforced Concrete Deep Beams: An Experimental Study,” Engineering Structures, V. 295, 2023, Article No. 116883.10.1016/j.engstruct.2023.116883 ↗
18. Tan, K.-H.; Kong, F.-K.; and Teng, S., and Guan, L., “High-Strength Concrete Deep Beams with Effective Span and Shear Span Variations,” ACI Structural Journal, V. 92, No. 4, July-Aug. 1995, pp. 395-405.10.14359/991 ↗
19. Kadhim, S., and Özakça, M., “Flexural Performance of RC Beams Externally Strengthened with a Single-Layer of Basalt Fiber Reinforced Polymer Sheets,” Composites and Advanced Materials, V. 31, 2022, 17 pp.10.1177/26349833221102471 ↗
20. Alqarni, A. H., “Comprehensive Treatment of Strut-And-Tie Approach across Concrete Deep Beams Reinforced with Different Systems,” dissertation, Kansas State University, Manhattan, KS, 2025.