Adapting Strut-and-Tie Modeling for Reinforced Concrete Curved Continuous Deep Box Girders
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Seismic Performance and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (24)
Show source-provided references
1. Kermani, B., and Waldron, P., “Analysis of Continuous Box Girder Bridges Including the Effects of Distortion,” Computers & Structures, V. 47, No. 3, 1993, pp. 427-440. doi: 10.1016/0045-7949(93)90238-910.1016/0045-7949(93)90238-9 ↗
2. Kurian, B., and Menon, D., “Estimation of Collapse Load of Single-Cell Concrete Box-Girder Bridges,” Journal of Bridge Engineering, ASCE, V. 12, No. 4, 2007, pp. 518-526. doi: 10.1061/(ASCE)1084-0702(2007)12:4(518)10.1061/(ASCE)1084-0702(2007)12:4(518) ↗
3. Malm, R.; James, G. S.; and Hakan, H., “Monitoring and Evaluation of Shear Crack Initiation and Propagation in Webs of Concrete Box-Girder Sections,” Proceedings of the International Conference on Bridge Engineering—Challenges in the 21st Century, Hong Kong, China, 2003.
4. Abdul-Razzaq, K. S.; Khaleel, W. H.; and Dawood, A. A., “Struts and Ties Realization in Reinforced Concrete Ring Deep Beams,” ACI Structural Journal, V. 120, No. 4, July 2023, pp. 151-164.10.14359/51738771 ↗
5. Abdul-Razzaq, K. S.; Talal, A. A.; and Dawood, A. A., “The Role of Reinforcement in Concrete Ring Deep Beams,” ACI Structural Journal, V. 120, No. 2, Mar. 2023, pp. 129-141.10.14359/51737140 ↗
6. Dawood, A. A.; Abdul-Razzaq, K. S.; and Abdulsahib, W. S., “Theoretical and Experimental Comparison between Straight and Curved Continuous Box Girders,” Open Engineering, V. 14, No. 1, 2024, p. 20240085. doi: 10.1515/eng-2024-008510.1515/eng-2024-0085 ↗
7. Shen, Y.; Taiyu, S.; Guoping, L.; Yang, C. S.; and Scott, D. W., “Deflections Considering Twist Angles for Curved Concrete Girders,” ACI Structural Journal, V. 116, No. 4, July 2019, pp. 155-168.10.14359/51715566 ↗
8. Gaspar, R., and Stucchi, F. R., “Web Design of Box Girders Concrete Bridges,” Engineering Structures, V. 57, 2013, pp. 267-275. doi: 10.1016/j.engstruct.2013.09.01210.1016/j.engstruct.2013.09.012 ↗
9. 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.
10. AASHTO, “AASHTO LRFD Bridge Design Specifications and Commentary,” Ninth Edition, American Association of State Highway Transportation Officials, Washington, DC, 2020, 1912 pp.
11. Abdul-Razzaq, K. S.; Baidaa, N. H.; and Dawood, A. A., “Curved Strut and Tie Recognition in Reinforced Concrete Elliptical Deep Beams,” ACI Structural Journal, V. 122, No. 1, Jan. 2025, pp. 183-197.10.14359/51742152 ↗
12. AASHTO, “AASHTO LRFD Bridge Design Specifications,” 2008 Interim Revisions, American Association of State Highway Transportation Officials, Washington, DC, 2008, 652 pp.
13. CAN/CSA-S6-06, “Canadian Highway Bridge Design Code,” CSA Group, Toronto, ON, Canada, 2006, 733 pp.
14. Esfandiari, A., and Adebar, P., “Shear Strength Evaluation of Concrete Bridge Girders,” ACI Structural Journal, V. 106, No. 4, July-Aug. 2009, pp. 416-426.10.14359/56607 ↗
15. Sahoo, D. K.; Singh, B.; and Bhargava, P., “An Appraisal of the ACI Strut Efficiency Factors,” Magazine of Concrete Research, V. 61, No. 6, 2009, pp. 445-456. doi: 10.1680/macr.2008.0011210.1680/macr.2008.00112 ↗
16. Sahoo, D. K.; Singh, B.; and Bhargava, P., “Effect of Inclination on the Strength of Struts,” Magazine of Concrete Research, V. 63, No. 2, 2011, pp. 111-117. doi: 10.1680/macr.9.0017810.1680/macr.9.00178 ↗
17. Abdul-Razzaq, K. S., and Dawood, A. A., “Reinforcing Struts and Ties in Concrete Corbels,” ACI Structural Journal, V. 118, No. 4, July 2021, pp. 153-162.10.14359/51732650 ↗
18. Dawood, A. A., and Abdul-Razzaq, K. S., “Shear Friction and Strut-and-Tie Modeling Verification for Pier Caps,” Journal of Bridge Engineering, ASCE, V. 26, No. 9, 2021, p. 04021059. doi: 10.1061/(ASCE)BE.1943-5592.000175810.1061/(ASCE)BE.1943-5592.0001758 ↗
19. Su, R., and Looi, D., “Revisiting Unreinforced Strut Efficiency Factor,” ACI Structural Journal, V. 113, No. 2, Mar.-Apr. 2016, pp. 301-312.10.14359/51688062 ↗
20. Yang, K. H.; Chung, H. S.; and Ashour, A., “Influence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beams,” ACI Structural Journal, V. 104, No. 4, July-Aug. 2007, pp. 420-429.10.14359/18772 ↗
21. Abdul-Razzaq, K. S.; Jalil, A. M.; and Dawood, A. A., “Reinforcing Struts and Ties in Concrete Continuous Deep Beams,” Engineering Structures, V. 240, 2021, p. 112339. doi: 10.1016/j.engstruct.2021.11233910.1016/j.engstruct.2021.112339 ↗
22. Lampert, P., and Thurlimann, B., “Ultimate Strength and Design of Reinforced Concrete Beams in Torsion and Bending,” International Association for Bridge and Structural Engineering, V. 31, 1971, pp. 107-131.10.1007/978-3-0348-5954-7_1 ↗
23. AASHTO, 2003, “Guide Specification for Horizontally Curved Highway Bridges,” American Association of State Highway and Transportation Officials, Washington, DC, 392 pp.
24. Khalafalla, I. E., and Sennah, K., “Curvature Limitations for Concrete Box-Girder and Solid-Slab Bridges,” ACI Structural Journal, V. 111, No. 5, Sept.-Oct. 2014, pp. 1003-1014. doi: 10.14359/5168692410.14359/51686924 ↗