journal article·2018-01-01

Practicability of Large-Scale Reinforced Concrete Beams Using Grade 80 Stirrups

Authors not provided

ACI Structural Journal· Volume 115· Issue 1
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Response to Dynamic Loads

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (26)

Show source-provided references
1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.
2. Comite European de Normalisation (CEN), “Eurocode 2: Design of Concrete Structures, Part 1-1 General Rules and Rules for Buildings (BS EN 1992-1-1),” Lausanne, Switzerland, 2004, 211 pp.
3. CSA Committee A23.3-04, “Design of Concrete Structures for Buildings (CAV3-A23.3-04),” Canadian Standards Association, Toronto, ON, Canada, 2004, 232 pp.
4. Hosny, A.; Seliem, H. M.; Rizkalla, S.; and Zia, P., “Development Length of Unconfined Conventional and High-Strength Steel Reinforcing Bars,” ACI Structural Journal, V. 109, No. 5, Sept.-Oct. 2012, pp. 655-664.10.14359/51684043 ↗
5. Briggs, M.; Miller, S.; Darwin, D.; and Browning, J., “Bond Behavior of Grade 100 AST A1035 Reinforcing Steel in Beam-Splice Specimens,” SL Report 07-1, The University of Kansas Center for Research, Lawrence, KS, 2007, 83 pp.
6. Aoyama, H., Design of Modern Highrise Reinforced Concrete Structures, Imperial College Press, London, UK, 2001, 442 pp.10.1142/p204 ↗
7. Li, Y.-A., and Hwang, S.-J., “Prediction of Shear Strength for Reinforced Concrete Short Columns Using High Strength Material,” The 15th Korea-Japan-Taiwan Joint Seminar on Earthquake Engineering for Building Structures, Taipei, Taiwan, 2013, pp. 41-50.
8. Ou, Y. C., and Kurniawan, D. P., “Effect of Axial Compression on Shear Strength of Reinforced Concrete Columns with High-Strength Steel and Concrete,” The 15th Korea-Japan-Taiwan Joint Seminar on Earthquake Engineering for Building Structures, Taipei, Taiwan, 2013, pp. 105-114.
9. Choi, W.-S.; Park, H.-G.; Chung, L.; and Kim, J. K., “Experimental Study for Class B Lap Splice of 600 MPa (87 ksi) Reinforcing Bars,” ACI Structural Journal, V. 111, No. 1, Jan.-Feb. 2014, pp. 49-58.10.14359/51686429 ↗
10. Lee, J.-Y., and Choi, I.-J., “Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrups,” ACI Structural Journal, V. 108, No. 5, Sept.-Oct. 2011, pp. 620-629.10.14359/51683219 ↗
11. Lee, J.-Y.; Lee, D. H.; Lee, J.-E.; and Choi, S.-H., “Shear Behavior and Diagonal Crack Width for Reinforced Concrete Beams with High Strength Shear Reinforcement,” ACI Structural Journal, V. 112, No. 3, May-June 2015, pp. 323-333. doi: 10.14359/5168742210.14359/51687422 ↗
12. Lee, J.-Y.; Choi, S.-H.; and Lee, D. H., “Structural Behavior of Reinforced Concrete Beams with High Yield Strength of Stirrups,” Magazine of Concrete Research, V. 68, No. 23, 2016, pp. 1187-1199. doi: 10.1680/jmacr.15.0034410.1680/jmacr.15.00344 ↗
13. Munikrishma, A.; Hosny, A.; Rizkalla, S.; and Zia, P., “Behavior of Concrete Beams Reinforced with ASTM A1035 Grade 100 Stirrups under Shear,” ACI Structural Journal, V. 108, No. 4, July-Aug. 2011, pp. 34-41.10.14359/51664200 ↗
14. Seliem, H.; Hosny, A.; Rizkalla, S.; Zia, P.; Briggs, M.; Miller, S.; Darwin, D.; Browning, J.; Glass, G.; Hoyt, K.; Donnelly, K.; and Jirsa, J., “Bond Characteristics of ASTM A1035 Steel Reinforcing Bars,” ACI Structural Journal, V. 106, No. 4, July-Aug. 2009, pp. 530-539.10.14359/56619 ↗
15. ACI Committee 224, “Control of Cracking in Concrete Structures (ACI 224R-01),” American Concrete Institute, Farmington Hills, MI, 2001, 46 pp.
16. Kani, G. N. J., “How Safe Are our Large Reinforced Concrete Beams?” ACI Journal Proceedings, V. 64, No. 3, Mar. 1967, pp. 128-141.10.14359/7549 ↗
17. Zararis, P., and Papadakis, G. C., “Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement,” Journal of Structural Engineering, ASCE, V. 127, No. 7, 2001, pp. 733-742. doi: 10.1061/(ASCE)0733-9445(2001)127:7(733)10.1061/(ASCE)0733-9445(2001)127:7(733) ↗
18. Bentz, E. C., “Shear Strength of Members without Transverse Reinforcement,” Structures Congress, 2009, pp. 1604-1611.10.1061/41031(341)176 ↗
19. Bažant, Z. P., and Yu, Q., “Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams without Stirrups: I. Formulation,” Journal of Structural Engineering, ASCE, V. 131, No. 12, 2005, pp. 1877-1885. doi: 10.1061/(ASCE)0733-9445(2005)131:12(1877)10.1061/(ASCE)0733-9445(2005)131:12(1877) ↗
20. Yu, Q., and Bažant, Z. P., “Can Stirrups Suppress Size Effect on Shear Strength of RC Beams?” Journal of Structural Engineering, ASCE, V. 137, No. 5, 2011, pp. 607-617. doi: 10.1061/(ASCE)ST.1943-541X.000029510.1061/(ASCE)ST.1943-541X.0000295 ↗
21. Regan, P. L., and Placas, A., “Shear Failure of Reinforced Concrete Beams,” ACI Journal Proceedings, V. 68, No. 10, Oct. 1971, pp. 763-773.10.14359/15237 ↗
22. Adebar, P., “Diagonal Cracking and Diagonal Crack Control in Structural Concrete” Design and Construction Practices to Mitigate Cracking, SP-204, E. G. Nawy, F. Barth, and R. Frosch, eds., American Concrete Institute, Farmington Hills, MI, 2001, pp. 85-116.
23. Brooms, B., “Crack Width and Crack Spacing in Reinforced Concrete Members,” ACI Journal Proceedings, V. 62, No. 10, Oct. 1965, pp. 1237-1256.10.14359/7742 ↗
24. Hassan, H. M.; Farghaly, S. A.; and Ueda, T., “Displacements at Shear Crack in Beams with Shear Reinforcement under Static and Fatigue Loadings,” Proceedings of the JSCE, V. 19, Aug. 1991, pp. 215-222.10.2208/jscej.1991.433_215 ↗
25. Zakaria, M.; Ueda, T.; Wu, Z.; and Meng, L., “Experimental Investigation on Shear Cracking Behavior in Reinforced Concrete Beams with Shear Reinforcement,” Journal of Advanced Concrete Technology, V. 7, No. 1, 2009, pp. 79-96. doi: 10.3151/jact.7.7910.3151/jact.7.79 ↗
26. Shoya, T.; Iguro, M.; Nojiri, Y.; Akiyama, H.; and Okada, T., “Shear Strength of Large Reinforced Concrete Beams,” Fracture Mechanics: Application to Concrete, SP-118, V. C. Li and Z. P. Bažant, eds., American Concrete Institute, Farmington Hills, MI, pp. 259-280.