journal article·2020-07-01

Influence of Web Reinforcement on Strength of Bottle-Shaped Strut in Concrete Deep Beams

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ACI Structural Journal· Volume 117· Issue 4
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Innovative concrete reinforcement materials

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References (45)

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1. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.
2. Birrcher, D. B.; Tuchscherer, R. G.; Huizinga, M.; and Bayrak, O., 2013, “Minimum Web Reinforcement in Deep Beams,” ACI Structural Journal, V. 110, No. 2, Mar.-Apr., pp. 297-306.10.14359/51684409 ↗
3. Birrcher, D. B.; Tuchscherer, R. G.; Huizinga, M.; and Bayrak, O., 2014, “Depth Effect in Deep Beam,” ACI Structural Journal, V. 111, No. 4, July-Aug., pp. 731-740. doi: 10.14359/5168700210.14359/51687002 ↗
4. Brown, M. D., and Bayrak, O., 2008, “Design of Deep Beams Using Strut-and-Tie Models—Part I: Evaluating US Provisions,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 395-404.10.14359/19853 ↗
5. Brown, M. D.; Sankovich, C. L.; Bayrak, O.; and Jirsa, J. O., 2006, “Behavior and Efficiency of Bottle-Shaped Struts,” ACI Structural Journal, V. 103, No. 3, May-June, pp. 348-355.10.14359/15312 ↗
6. Chen, H.; Yi, W.-J.; and Hwang, H.-J., 2018, “Cracking Strut-and-Tie Model for Shear Strength Evaluation of Reinforced Concrete Eeep Beams,” Engineering Structures, V. 163, pp. 396-408. doi: 10.1016/j.engstruct.2018.02.07710.1016/j.engstruct.2018.02.077 ↗
7. Clark, A. P., 1951, “Diagonal Tension in Reinforced Concrete Beams,” ACI Journal Proceedings, V. 48, No. 10, Oct., pp. 145-156.10.14359/11876 ↗
8. CSA A23.3-14, 2014, “Design of Concrete Structures,” Canadian Standards Association, Mississauga, ON, Canada.
9. Dhahir, M. K., 2017, “Shear Strength of FRP Reinforced Deep Beams Without Web Reinforcement,” Composite Structures, V. 165, No. 1, pp. 223-232. doi: 10.1016/j.compstruct.2017.01.03910.1016/j.compstruct.2017.01.039 ↗
10. Dhahir, M. K., 2018, “Strut and Tie Modeling of Deep Beams Shear Strengthened with FRP Laminates,” Composite Structures, V. 193, pp. 247-259. doi: 10.1016/j.compstruct.2018.03.07310.1016/j.compstruct.2018.03.073 ↗
11. Dhahir, M. K., and Nadir, W., 2018, “A Compression Field Based Model to Assess the Shear Strength of Concrete Beams Reinforced with Longitudinal FRP Bars,” Construction and Building Materials, V. 191, pp. 736-751. doi: 10.1016/j.conbuildmat.2018.10.03610.1016/j.conbuildmat.2018.10.036 ↗
12. Eurocode 2: BS EN 1992-1-1:2004, 2015, “Design of Concrete Structures—Part 1-1: General Rules and Rules for Biddings,” BSI Standards Limited, London, UK.
13. Foster, S. J., and Gilbert, R. I., 1996, “The Design of Non-Flexural Members with Normal and High-Strength Concretes,” ACI Structural Journal, V. 93, No. 1, Jan.-Feb., pp. 3-10.10.14359/9671 ↗
14. Hwang, S.-J.; Lu, W.-Y.; and Lee, H.-J., 2000, “Shear Strength Prediction for Deep Beams,” ACI Structural Journal, V. 97, No. 3, May-June, pp. 367-376.10.14359/9624 ↗
15. Ismail, K. S.; Guadagnini, M.; and Pilakoutas, K., 2018, “Strut-and-Tie Modeling of Reinforced Concrete Deep Beams,” Journal of Structural Engineering, ASCE, V. 144, No. 2. doi: 10.1061/(ASCE)ST.1943-541X.000197410.1061/(ASCE)ST.1943-541X.0001974 ↗
16. Joint ACI-ASCE Committee 445, 1999, “Recent Approaches to Shear Design of Structural Concrete (ACI 445R-99),” American Concrete Institute, Farmington Hills, MI, 55 pp.
17. Kani, G. N., 1966, “Basic Facts Concerning Shear Failure,” ACI Journal Proceedings, V. 63, No. 6, June, pp. 675-692.10.14359/7644 ↗
18. Kong, F. K.; Robins, P. J.; and Cole, D. F., 1970, “Web Reinforcement Effects on Deep Beams,” ACI Journal Proceedings, V. 67, No. 12, Dec., pp. 1010-1018.10.14359/7336 ↗
19. Kumar Sahoo, D.; Sagar Varma Sagi, M.; Singh, B.; and Bhargava, P., 2010, “Effect of Detailing of Web Reinforcement on the Behavior of Bottle-Shaped Struts,” Journal of Advanced Concrete Technology, V. 8, No. 3, pp. 303-314. doi: 10.3151/jact.8.30310.3151/jact.8.303 ↗
20. Liu, J., and Mihaylov, B., 2016, “A Comparative Study of Models for Shear Strength of Reinforced Concrete Deep Beams,” Engineering Structures, V. 112, pp. 81-89. doi: 10.1016/j.engstruct.2016.01.01210.1016/j.engstruct.2016.01.012 ↗
21. Lu, W.-Y.; Lin, I.-J.; and Yu, H.-W., 2013, “Shear Strength of Reinforced Concrete Deep Beams,” ACI Structural Journal, V. 110, No. 4, July-Aug., pp. 671-680.10.14359/51685752 ↗
22. Matamoros, A. B., and Wong, K., 2003, “Design of Simply Supported Deep Beams Using Strut-and-Tie Models,” ACI Structural Journal, V. 100, No. 6, Nov.-Dec., pp. 704-712.10.14359/12836 ↗
23. Moody, K. G.; Viest, I. M.; Elstner, R. C.; and Hognestad, E., 1954, “Shear Strength of Reinforced Concrete Beams Part 1—Tests of Simple Beams,” ACI Journal Proceedings, V. 51, No. 12, Dec., pp. 317-332.10.14359/11680 ↗
24. Nadir, W.; Dhahir, M. K.; and Naser, F. H., 2018, “A Compression Field Based Model to Assess the Shear Strength of Concrete Slender Beams Without Web Reinforcement,” Case Studies in Construction Materials, V. 9, p. e00210 doi: 10.1016/j.cscm.2018.e0021010.1016/j.cscm.2018.e00210 ↗
25. Quintero-Febres, C. G.; Parra-Montesinos, G.; and Wight, J. K., 2006, “Strength of Struts in Deep Concrete Members Designed Using Strut-and-Tie Method,” ACI Structural Journal, V. 103, No. 4, July-Aug., pp. 577-588.10.14359/16434 ↗
26. Reineck, K., and Todisco, L., 2014, “Database of Shear Tests for Non-Slender Reinforced Concrete Beams Without Stirrups,” ACI Structural Journal, V. 111, No. 6, Nov.-Dec., pp. 1363-1372. doi: 10.14359/5168682010.14359/51686820 ↗
27. Russo, G.; Venir, R.; and Pauletta, M., 2005, “Reinforced Concrete Deep Beams-Shear Strength Model and Design Formula,” ACI Structural Journal, V. 102, No. 3, May-June, pp. 429-437.10.14359/14414 ↗
28. Sagaseta, J., and Vollum, R. L., 2010, “Shear Design of Short-Span Beams,” Magazine of Concrete Research, V. 62, No. 4, pp. 267-282. doi: 10.1680/macr.2010.62.4.26710.1680/macr.2010.62.4.267 ↗
29. Salamy, M. R.; Kobayashi, H.; and Unjoh, S., 2005, “Experimental and Analytical Study on RC Deep Beams,” Asian Journal of Civil Engineering, V. 6, No. 5, pp. 409-422.
30. Schlaich, J.; Schafer, K.; and Jennewein, M., 1987, “Towards a Consistent Design of Structural Concrete,” PCI Journal, V. 32, No. 3, pp. 74-150. doi: 10.15554/pcij.05011987.74.15010.15554/pcij.05011987.74.150 ↗
31. Senturk, A. E., and Higgins, C., 2010, “Evaluation of Reinforced Concrete Deck Girder Bridge Bent Caps with 1950s Vintage Details: Laboratory Tests,” ACI Structural Journal, V. 107, No. 5, Sept.-Oct., pp. 534-543.10.14359/51663904 ↗
32. Shin, S.-W.; Lee, K.-S.; Moon, J.; and Ghosh, S. K., 1999, “Shear Strength of Reinforced High-Strength Concrete Beams with Shear Span-to-Depth Ratios Between 1.5 and 2.5,” ACI Structural Journal, V. 96, No. 4, July-Aug., pp. 549-556.10.14359/691 ↗
33. Smith, K. N., and Vantsiotis, A. S., 1982, “Shear Strength of Deep Beams,” ACI Journal Proceedings, V. 79, No. 3, May-June, pp. 201-21310.14359/10899 ↗
34. Tan, K. H., and Lu, H. Y., 1999, “Shear Behavior of Large Reinforced Concrete Deep Beams and Code Comparisons,” ACI Structural Journal, V. 96, No. 5, Sept.-Oct., pp. 836-845.10.14359/738 ↗
35. Tan, K. H.; Tang, C. Y.; and Tong, K., 2003, “A Direct Method for Deep Beams with Web Reinforcement,” Magazine of Concrete Research, V. 55, No. 1, pp. 53-63. doi: 10.1680/macr.2003.55.1.5310.1680/macr.55.1.53.37556 ↗
36. Tanimura, Y., and Sato, T., 2005, “Evaluation of Shear Strength of Deep Beams with Stirrups,” Quarterly Report of RTRI, V. 46, No. 1, pp. 53-58. doi: 10.2219/rtriqr.46.5310.2219/rtriqr.46.53 ↗
37. Todisco, L.; Reineck, K. H.; and Bayrak, O., 2015, “Database with Shear Tests on Non-Slender Reinforced Concrete Beams with Vertical Stirrups,” ACI Structural Journal, V. 112, No. 6, Nov.-Dec., pp. 761-769. doi: 10.14359/5168805510.14359/51688055 ↗
38. Tuchscherer, R.; Birrcher, D.; Huizinga, M.; and Bayrak, O., 2011, “Distribution of Stirrups Across Web of Deep Beams,” ACI Structural Journal, V. 108, No. 1, Jan.-Feb., pp. 108-115.10.14359/51664208 ↗
39. Tuchscherer, R.; Birrcher, D.; Williams, C.; Deschenes, D.; and Bayrak, O., 2014, “Evaluation of Existing Strut-and-Tie Methods and Recommended Improvements,” ACI Structural Journal, V. 111, No. 6, Nov.-Dec., pp. 1451-1460. doi: 10.14359/51686992610.14359/516869926 ↗
40. Vecchio, F. J., and Collins, M. P., 1986, “The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal Proceedings, V. 83, No. 2, Mar.-Apr., pp. 219-231.10.14359/10416 ↗
41. Walraven, J., and Lehwalter, N., 1994, “Size Effects in Short Beams Loaded in Shear,” ACI Structural Journal, V. 91, No. 5, Sept.-Oct., pp. 585-593.10.14359/4177 ↗
42. Warwick, W., and Foster, S. J., 1993, “Investigation Into the Efficiency Factor Used in Non-Flexural Reinforced Concrete Member Design,” University of New South Wales, Sydney, Australia.
43. Yang, K. H., and Ashour, A. F., 2011, “Strut-and-Tie Model Based on Crack Band Theory for Deep Beams,” Journal of Structural Engineering, ASCE, V. 137, No. 10, pp. 1030-1038. doi: 10.1061/(ASCE)ST.1943-541X.000035110.1061/(ASCE)ST.1943-541X.0000351 ↗
44. Zhang, N., and Tan, K.-H., 2007, “Size Effect in RC Deep Beams: Experimental Investigation and STM Verification,” Engineering Structures, V. 29, No. 12, pp. 3241-3254. doi: 10.1016/j.engstruct.2007.10.00510.1016/j.engstruct.2007.10.005 ↗
45. Zsutty, T. C., 1968, “Beam Shear Strength Prediction by Analysis of Existing Data,” ACI Journal Proceedings, V. 65, No. 11, Nov., pp. 943-951.10.14359/7526 ↗