journal article·2015-09-01

Variable Shear-span-to-depth Ratios for Reinforced Concrete Beams Strengthened with Various CFRP Configurations

Authors not provided

ACI Structural Journal· Volume 112· Issue 5
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 · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis

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

References (20)

Show source-provided references
1. ASCE, “American’s Infrastructure: 2013 Report Card,” American Society of Civil Engineers, Reston, VA, 2013, 74 pp.
2. Ghoddosi, F.; Bagchi, F.; and Zayed, T., “System-Level Deterioration Model for Reinforced Concrete Bridge Decks,” Journal of Bridge Engineering, ASCE, V. 7, No. 5, 2014, pp. 267-275.10.1061/(ASCE)BE.1943-5592.0000670 ↗
3. Huang, R.-Y.; Mao, I.-S.; and Lee, H.-K., “Exploring the Deterioration Factors of RC Bridge Decks: A Rough Set Approach,” Computer-Aided Civil and Infrastructure Engineering, V. 25, No. 7, 2010, pp. 517-529. doi: 10.1111/j.1467-8667.2010.00665.x10.1111/j.1467-8667.2010.00665.x ↗
4. Napoli, A.; Bank, L. C.; Brown, V. L.; Martinelli, E.; Matta, F.; and Realfonzo, R., “Analysis and Design of RC Structures Strengthened with Mechanically Fastened FRP Laminates: A Review,” Composites. Part B, Engineering, V. 55, 2013, pp. 386-399. doi: 10.1016/j.compositesb.2013.06.03810.1016/j.compositesb.2013.06.038 ↗
5. Teng, J. G.; Chen, J. F.; Smith, S. T.; and Lam, L., “Behavior and Strength of FRP-Strengthened RC Structures: A State-of-the-Art Review,” Structures and Buildings, V. 156, No. 1, 2003, pp. 51-62. doi: 10.1680/stbu.2003.156.1.5110.1680/stbu.156.1.51.37880 ↗
6. Bilotta, A.; Ceroni, F.; Nigro, E.; and Pecce, M., “Strain Assessment for the Design of NSM FRP Systems for the Strengthening of RC Members,” Construction and Building Materials, V. 69, 2014, pp. 143-158. doi: 10.1016/j.conbuildmat.2014.07.02410.1016/j.conbuildmat.2014.07.024 ↗
7. Hassan, T. K., and Rizkalla, S. H., “Bond Mechanism of Near-Surface-Mounted Fiber-Reinforced Polymer Bars for Flexural Strengthening of Concrete Structures,” ACI Structural Journal, V. 101, No. 6, Nov.-Dec. 2004, pp. 830-839.10.14359/13458 ↗
8. De Lorenzis, L., and Teng, J. G., “Near-Surface Mounted FRP Reinforcement: An Emerging Technique for Strengthening Structures,” Composites. Part B, Engineering, V. 38, No. 2, 2007, pp. 119-143. doi: 10.1016/j.compositesb.2006.08.00310.1016/j.compositesb.2006.08.003 ↗
9. Rizkalla, S., and Labossiere, P., “Structural Engineering with FRP in Canada,” Concrete International, V. 21, No. 10, Oct. 1999, pp. 25-28.
10. Lopez, A., and Nanni, A., “Composite Strengthening Technologies,” Concrete International, V. 28, No. 1, Jan. 2006, pp. 74-80.
11. Kim, D.; Kim, W.; and White, R. N., “Arch Action in Reinforced Concrete Beams—A Rational Prediction of Shear Strength,” ACI Structural Journal, V. 96, No. 4, July-Aug. 1999, pp. 586-593.10.14359/695 ↗
12. Razaqpur, A. G.; Shedid, M.; and Isgor, B., “Shear Strength of Fiber-Reinforced Polymer Reinforced Concrete Beams Subject to Unsymmetric Loading,” Journal of Composites for Construction, ASCE, V. 15, No. 4, 2011, pp. 500-512. doi: 10.1061/(ASCE)CC.1943-5614.000018410.1061/(ASCE)CC.1943-5614.0000184 ↗
13. MacGregor, J. G., Reinforced Concrete: Mechanics and Design, Prentice Hall, Upper Saddle River, NJ, 1997, 939 pp.
14. Mains, R. M., “Measurement of the Distribution of Tensile and Bond Stresses along Reinforcing Bars,” ACI Journal Proceedings, V. 48, No. 3, Mar. 1951, pp. 225-252.10.14359/11882 ↗
15. Russo, G., and Puleri, G., “Stirrup Effectiveness in Reinforced Concrete Beams under Flexure and Shear,” ACI Structural Journal, V. 94, No. 3, May-June 1997, pp. 227-238.10.14359/475 ↗
16. Maalej, M., and Leong, K. S., “Effect of Beam Size and FRP Thickness on Interfacial Shear Stress Concentrations and Failure Mode of FRP-Strengthened Beams,” Composites Science and Technology, V. 65, No. 7-8, 2005, pp. 1148-1158. doi: 10.1016/j.compscitech.2004.11.01010.1016/j.compscitech.2004.11.010 ↗
17. Seracino, R.; Jones, N. M.; Ali, M. S. M.; Page, M. W.; and Oehlers, D. J., “Bond Strength of Near-Surface Mounted FRP Strip-to-Concrete Joint,” Journal of Composites for Construction, ASCE, V. 11, No. 4, 2007, pp. 401-409. doi: 10.1061/(ASCE)1090-0268(2007)11:4(401)10.1061/(ASCE)1090-0268(2007)11:4(401) ↗
18. ACI Committee 440, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthneing Concrete Structures (ACI 440.2R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 76 pp.
19. Allen, K. W., “A Review of Some Basics of Adhesion over the Last Four Decades,” International Journal of Adhesion and Adhesives, V. 23, 2003, pp. 87-93. doi: 10.1016/S0143-7496(02)00054-410.1016/S0143-7496(02)00054-4 ↗
20. Kim, Y. J., “Moment-Shear Interaction Mechanism for Carbon Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams in Flexure,” ACI Structural Journal, V. 111, No. 4, July-Aug. 2014, pp. 967-975.10.14359/51686782 ↗