Testing and Analysis of Two Deep Beams Designed Using Strut-and-Tie Method
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Innovative concrete reinforcement materials
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References (23)
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1. Schlaich, J.; Schafer, K.; and Jennewein, M., “Toward a Consistent Design of Structural Concrete,” PCI Journal, V. 32, No. 3, 1987, pp. 74-150. doi: 10.15554/pcij.05011987.74.15010.15554/pcij.05011987.74.150 ↗
2. Bergmeister, K.; Breen, J. E.; Jirsa, J. O.; and Kreger, M. E., “Detailing for Structural Concrete,” Center for Transportation Research, the University of Texas at Austin, Austin, TX, 1993, 300 pp.
3. Birrcher, D.; Tuchscherer, R.; Huizinga, M.; Bayrak, O.; Wood, S.; and Jirsa, J., “Strength and Serviceability Design of Reinforced Concrete Deep Beams,” Center for Transportation Research, the University of Texas at Austin, Austin, TX, 2009, 376 pp.10.1061/41031(341)175 ↗
4. Williams, C.; Deschenes, D.; and Bayrak, O., “Strut-and-Tie Model Design Examples for Bridges,” Center for Transportation Research, the University of Texas at Austin, Austin, TX, 2012, 258 pp.
5. AASHTO, AASHTO LRFD Bridge Design Specifications, seventh edition, American Association of State Highway and Transportation Officials, Washington, DC, 2016.
6. FIP Report, “Practical Design of Structural Concrete,” Fédération Internationale de la Précontrainte, CEB-FIP (fib), Fédération Internationale du Béton, Lausanne, Switzerland, Sept. 1999.
7. Rogowsky, D. M.; MacGregor, J. G.; and Ong, S. Y., “Tests of Reinforced Concrete Deep Beams,” ACI Journal Proceedings, V. 83, No. 4, July-Aug. 1986, pp. 614-623.10.14359/10558 ↗
8. Brown, M.; Sankovich, C.; Bayrak, O.; Jirsa, J.; Breen, J.; and Wood, S., “Design for Shear in Reinforced Concrete Using Strut-and-Tie Models,” Center for Transportation Research, The University of Texas at Austin, Austin, TX, 2006, 330 pp.
9. Moody, K. G.; Viest, I. M.; Elstner, R. C.; and Hognestad, E., “Shear Strength of Reinforced Concrete Beams Part 1—Tests of Simple Beams,” ACI Journal Proceedings, V. 51, No. 12, Dec. 1954, pp. 317-332.10.14359/11680 ↗
10. Oh, J. K., and Shin, S. W., “Shear Strength of Reinforced High-Strength Concrete Deep Beams,” ACI Structural Journal, V. 98, No. 2, Mar.-Apr. 2001, pp. 164-173.10.14359/10184 ↗
11. Foster, S. J., and Gilbert, R. I., “Experimental Studies on High-Strength Concrete Deep Beams,” ACI Structural Journal, V. 95, No. 4, July-Aug. 1998, pp. 382-390.10.14359/554 ↗
12. Clark, A. P., “Diagonal Tension in Reinforced Concrete Beams,” ACI Journal Proceedings, V. 48, No. 10, Oct. 1951, pp. 145-156.10.14359/11876 ↗
13. Alcocer, S. M., and Uribe, C. M., “Monolithic and Cyclic Behavior of Deep Beams Designed Using Strut-and-Tie Models,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 327-337.10.14359/19792 ↗
14. Tanimura, Y., and Sato, T., “Evaluation of Shear Strength of Deep Beams with Stirrups,” Quarterly Report of RTRI, V. 46, No. 1, 2005, pp. 53-58. doi: 10.2219/rtriqr.46.5310.2219/rtriqr.46.53 ↗
15. Matsuo, M.; Lertsrisakulrat, T.; Yanagawa, A.; and Niwa, J., “Shear Behavior in RC Deep Beams with Stirrups,” Transactions of the Japan Concrete Institute, V. 23, 2002, pp. 385-390.10.2208/jscej.2002.697_215 ↗
16. Brown, M. D.; Sankovich, C. L.; Bayrak, O.; and Jirsa, J. O., “Behavior and Efficiency of Bottle-Shaped Struts,” ACI Structural Journal, V. 103, No. 3, July-Aug. 2006, pp. 348-355.10.14359/15312 ↗
17. Walraven, J., and Lehwalter, N., “Size Effects in Short Beams Loaded in Shear,” ACI Structural Journal, V. 91, No. 5, Sept.-Oct. 1994, pp. 585-593.10.14359/4177 ↗
18. Zhang, N., and Tan, K. H., “Size Effect in RC Deep Beams: Experimental Investigation and STM Verification,” Engineering Structures, V. 29, No. 12, 2007, pp. 3241-3254. doi: 10.1016/j.engstruct.2007.10.00510.1016/j.engstruct.2007.10.005 ↗
19. Deschenes, D. J.; Bayrak, O.; and Folliard, K. J., “ASR/DEF-Damaged Bent Caps: Shear Tests and Field Implications,” Center for Transportation Research, University of Texas at Austin, Austin, TX, 2009, 258 pp.
20. Wong, P.; Vecchio, F. J.; and Trommels, H., “VecTor2 and Formworks Manual,” University of Toronto, Toronto, ON, Canada, 2013, 347 pp.
21. Klein, G. J., “Curved-Bar Nodes,” Concrete International, V. 30, No. 9, Sept. 2008, pp. 42-47.
22. Hu, Q.; Ley, M.; and Russell, B., “Determining Efficient Strut-and-Tie Models for Simply Supported Beams Using Minimum Strain Energy,” ACI Structural Journal, V. 111, No. 5, Sept.-Oct. 2014, pp. 1015-1026. doi: 10.14359/5168682410.14359/51686824 ↗
23. Vecchio, F. J., “Disturbed Stress Field Model for Reinforced Concrete: Formulation,” Journal of Structural Engineering, ASCE, V. 126, No. 9, 2000, pp. 1070-1077. doi: 10.1061/(ASCE)0733-9445(2000)126:9(1070)10.1061/(ASCE)0733-9445(2000)126:9(1070) ↗