1 |
Ianniruberto, U. and Imbimbo, M., “Role of Fiber Reinforced Plastic Sheets in Shear Response of Reinforced Concrete Beams: Experimental and Analytical Results,” J. Compos. for Constr., Vol. 8, No. 5, 2004, pp. 415-424.
DOI
ScienceOn
|
2 |
Pellegrino, C. and Modena, C., “Fiber Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams with Transverse Steel Reinforcement,” Journal of Composites for Construction, Vol. 6, No. 2, 2002, pp. 104-111.
DOI
ScienceOn
|
3 |
Pellegrino, C. and Modena, C., “Fiber-Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams: Experimental Study and Analytical Modeling,” ACI Struct. J., Vol. 103, No. 5, 2006, pp. 720-728.
|
4 |
Kotsovos, M. D. and Pavlovic, M. N., Ultimate Limit-State Design of Concrete Structures: a New Approach, Thomas Telford, London, 1998, 208 pp.
|
5 |
Zararis, P. D. and Papadakis, G. C., “Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement,” J. Struct. Engrg., ASCE, Vol. 127, No. 7, 2001, pp. 733-742.
DOI
ScienceOn
|
6 |
Jelic, I., Pavlovic, M. N., and Kotsovos, M. D., “A Study of Dowel Action in Reinforced Concrete Beams,” Magazine of Concrete Research, Vol. 51, No. 2, 1999, pp. 131-141.
DOI
ScienceOn
|
7 |
Tureyen, A. K. and Frosch, R. J., “Concrete Shear Strength: Another Perspective,” ACI Struct. J., Vol. 100, No. 5, 2003, pp. 609-615.
|
8 |
Chen, W. F., “Plasticity in Reinforced Concrete,” New York, McGraw-Hill, 1982, pp. 204-205.
|
9 |
Antoine, E. N., Prestressed Concrete Analysis and Design, Fundamentals, USA, 2004, pp. 1-1072.
|
10 |
ACI Committee 224, Cracking of Concrete Members in Direct Tension (ACI 224.2R-92), USA, 1997, 12 pp.
|
11 |
Ghaffar, A., Chaudhry, M. A., and Ali, M, k., “A New Approach for Measurement of Tensile Strength of Concrete,” Journal of Research (Science), Bahauddin Zakariya University, Multan, Pakistan, Vol. 16, No. 1, 2005, pp. 1-9.
|
12 |
Chen, J. F. and Teng, J. G., “Hear Capacity of FRP Strengthened RC Beams: Fibre Reinforced Polymer Rupture,” Journal of Structural Engineering, ASCE, Vol. 129, No. 5, 2003, pp. 615-625.
DOI
ScienceOn
|
13 |
Chen, J. F. and Teng, J. G., “Hear Capacity of FRP Strengthened RC Beams: FRP Debonding,” Construction and Building Materials, Vol. 17, No. 1, 2003, pp. 27-41.
DOI
ScienceOn
|
14 |
Teng, J. G., Chen, J. F., Smith, S. T., and Lam, L., FRP Strengthened RC Structures, John Wiley & Son, Ltd., England, 2002, 245 pp.
|
15 |
ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (ACI 318R-08), USA, 2008, 473 pp.
|
16 |
Alagusundaramoorthy, P., Harik, I.. E., and Choo, C. C., “Shear Strength of R/C Beams Wrapped with CFRP Fabric,” Research Report, KTC-02-14/SPR 200-99-2F, Kentuky Transportation Center, 2002.
|
17 |
Guadagnini, M., Pilakoutas, K., and Waldron, P., “Shear Resistance of FRP RC Beams: An Experimental Study,” Journal of Composites for Construction, ASCE, Vol. 10, No. 6, 2006, pp. 464-473.
DOI
ScienceOn
|
18 |
ACI 440, ACI 440. 2R-02 Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, USA, 2002, 45 pp.
|
19 |
European Committee for Standardization (CEN), Design of Concrete Structure, Part 1-6:General Rules and Rules for Building, EUROCODE 2, Brussels, Belgium, 2004, 225 pp.
|
20 |
Zsutty, T. C., “Shear Strength Prediction for Separate Categories of Simple Beam Tests,” ACI Journal, Proceedings, Vol. 68, No. 2, 1971, pp. 138-143.
|
21 |
Choi, K., Park, H., and Wight, J. K., “Unified Shear Strength Model for Reinforced Concrete Beams-Part I: Development,” ACI Struct. J., Vol. 104, No. 2, 2007, pp. 142-152.
|
22 |
Choi, K. and Park, H., “Unified Shear Strength Model for Reinforced Concrete Beams-Part : Verification and Simplified Method,” ACI Struct., J., Vol. 104, No. 2, 2007, pp. 153-161.
|
23 |
Lu, X. Z., Chen J. F., Ye, L. P., Teng, J. G., and Rotter, J. M., “Theoretical Analysis of FRP Stress Distribution in U Jacketed RC Beams,” Proc. 3rd Int. Conference on Composites in Construction (CCC2005), Lyon, France, 2005, pp. 541-548.
|
24 |
이재훈, 신성진, “전단 보강이 없는 FRP RC보의 전단강도 예측,” 콘크리트학회 논문집, 22권, 3호, 2010, pp. 313-324.
과학기술학회마을
DOI
ScienceOn
|
25 |
Adhikary, B. B., Mutsuyoshi, H., and Ashraf, M., “Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Sheets with Bonded Anchorage,” ACI Struct. J., Vol. 101, No. 5, 2004, pp. 660-668.
|
26 |
Qu Z., Lu X. Z., and Ye L. P., “Size Effect of Shear Contribution of Externally Bonded FRP U-Jackets for RC Beams,” Proc. International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005), Hong Kong, China, 2005, pp. 371-380.
|
27 |
Tom, N., Hamid, S., and Ehsani, M. R., “Shear and Flexural Strengthening of R/C Beams with Carbon Fiber Sheets,” Journal of Structural Engineering, Vol. 123, No. 7, 1997, pp. 903-911.
DOI
ScienceOn
|
28 |
Triantafillou, T. C., “Shear Strength of Reinforced Concrete Beams Using Epoxy-Bonded FRP Composites,” ACI Structural Journal, Vol. 95, No. 2, 1998, pp. 107-115.
|
29 |
Khalifa, A. and Nanni, A., “Improving Shear Capacity of Existing RC T Section Beams Using CFRP Composites,” Cement Concrete Compos, Vol. 22, No. 3, 2000, pp. 165-174.
DOI
ScienceOn
|