DIAGONAL TENSION FAILURE OF REINFORCED AND PRESTRESSED CONCRETE MEMBER
Source abstract
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 (31)
Show source-provided references
1. Architectural Institute of Japan, “Design Guideline for Earthquake Resistant Reinforced Concrete Buildings Based on Inelastic Displacement Concept,” Tokyo, Japan, 1999, 440 pp. (in Japanese)
2. Architectural Institute of Japan, “Standard for Structural Design and Construction of Prestressed Concrete Structures,” Tokyo, Japan, 1998, 474 pp. (in Japanese)
3. Lee, J., and Nishiyama, M., “Diagonal Tension Failure of Prestressed Concrete Member,” Proceedings of the 22nd Symposium on Developments in Prestressed Concrete, Japan Prestressed Concrete Institute, Tokyo, Japan, Oct. 2013, pp. 103-108. (in Japanese)
4. Bažant, Z. P., and Kazemi, M. T., “Size Effect on Diagonal Shear Failure of Beams without Stirrups,” ACI Structural Journal, V. 88, No. 3, May-June 1991, pp. 268-276.10.14359/3097 ↗
5. Yang, K. H.; Chung, H. S.; Lee, E. T.; and Eun, H. C., “Shear Characteristics of High-Strength Concrete Deep Beams without Shear Reinforcements,” Engineering Structures, V. 25, No. 10, 2003, pp. 1343-1352. doi: 10.1016/S0141-0296(03)00110-X10.1016/S0141-0296(03)00110-X ↗
6. Bažant, Z. P., and Xiang, Y., “Size Effect in Compression Fracture: Splitting Crack Band Propagation,” Journal of Engineering Mechanics, ASCE, V. 123, No. 2, 1997, pp. 162-172. doi: 10.1061/(ASCE)0733-9399(1997)123:2(162)10.1061/(ASCE)0733-9399(1997)123:2(162) ↗
7. Ogawa, T.; Saito, A.; Iida, S.; Fukui, T.; Suetsugu, H.; Sakiyama, K.; and Hamahara, M., “Experimental Study on Shear Behavior of Precast Prestressed Concrete Beams,” Summaries of Technical Papers of Annual Meeting, Japan, Sept. 1999, pp. 1077-1078. (in Japanese)
8. Yuasa, N.; Ogawa, T.; Kamakura, M.; Fukui, T.; Uchida, R.; and Hamahara, M., “Experimental Study on Shear Behavior of Precast Prestressed Concrete Beams,” Summaries of Technical Papers of Annual Meeting, Japan, Sept. 2000, pp. 969-970. (in Japanese)
9. Fukui, T., “Shear Design of Prestressed Concrete Beam,” PhD thesis, Nihon University, Tokyo, Japan, 1998, pp. 11-30. (in Japanese)
10. Ookuma, A.; Fukui, T.; Hamahara, M.; and Suetsugu, H., “Experimental Study on Shear Strength and Ductility of Prestressed Concrete Beams,” Summaries of Technical Papers of Annual Meeting, Japan, Sept. 1996, pp. 877-878. (in Japanese)
11. Ohtaga, K.; Yuasa, N.; and Hamahara, M., “Experimental Study on Shear Behavior of Precast Prestressed Concrete Beams,” Summaries of Technical Papers of Annual Meeting, Japan, Oct. 2002, pp. 991-992. (in Japanese)
12. Ookuma, A.; Fukui, T.; Hamahara, M.; and Suetsugu, H., “Effect of Prestress on Shear Behavior of Prestressed Concrete Beams,” Summaries of Technical Papers of Annual Meeting, Japan, Sept. 1997, pp. 847-848. (in Japanese)
13. Lee, J., “Flexural and Shear Failure Mechanism of Precast/Prestressed Concrete Members,” PhD thesis, Kyoto University, Tokyo, Japan, 2013, pp. 78-121.
14. Kokusho, S.; Kobayashi, K.; Mitsugi, S.; and Kumagai, H., “Ultimate Shear Strength of RC Beams with High Tension Shear Reinforcement and High Strength Concrete,” Summaries of Technical Papers of Annual Meeting, Japan, Mar. 1987, pp. 83-91. (in Japanese)10.3130/aijsx.373.0_83 ↗
15. Takagi, H.; Okude, H.; and Nitta, T., “Shear Strength of Beam Depending on the Strength of Web Reinforcements,” Proceedings of the JCI, V. 11, No. 2, 1989, pp. 75-80. (in Japanese)
16. Kitada, Y.; Kawachi, T.; Kawachi, T.; Koda, S.; Nozaki, J.; and Kuku, M., “Flexural and Shear Strength of Reinforced Concrete Columns Using Ultra High Strength Materials,” Summaries of Technical Papers of Annual Meeting, Japan, Oct. 1988, pp. 697-702. (in Japanese)
17. Gastebled, O. J., and May, I. M., “Fracture Mechanics Model Applied to Shear Failure of Reinforced Concrete Beams without Stirrups,” ACI Structural Journal, V. 98, No. 2, Mar.-Apr. 2001, pp. 184-190.10.14359/10186 ↗
18. Griffith, A. A., “The Phenomena of Rupture and Flow in Solids,” Philosophical Transactions of the Royal Society of London, V. 221, 582-593, 1921, pp. 163-198. doi: 10.1098/rsta.1921.000610.1098/rsta.1921.0006 ↗
19. Park, R., and Paulay, T., Reinforced Concrete Structures, John Wiley and Sons, Inc., Hoboken, NJ, 1975, 769 pp.10.1002/9780470172834 ↗
20. Matsumoto, T.; Higai, T.; and Saito, S., “Experimental Study on the Bond Characteristics of Deformed Bar with Small Concrete Cover,” Proceedings of the JCI, V. 26, No. 2, 2004, pp. 823-828. (in Japanese)
21. Comite Euro-International du Beton, “CEB-FIP Model Code 1990,” CEB-FIP, Lausanne, Switzerland, 1990, pp. 82-85.
22. Kiuchi, Y.; Kato, H.; and Takamatsu, K., “Experimental Study on Bond Property between PC Tendon and Concrete,” Summaries of Technical Papers of Annual Meeting, Japan, Sept. 2000, pp. 1013-1014. (In Japanese)
23. Comite Euro-International du Beton, “CEB-FIP Model Code 1990,” CEB-FIP, Lausanne, Switzerland, 1990, pp. 34-37.
24. Raynor, D. J.; Lehman, D. E.; and Stanton, J. F., “Bond-Slip Response of Reinforcing Bars Grouted in Ducts,” ACI Structural Journal, V. 99, No. 5, Sept.-Oct. 2002, pp. 568-576.10.14359/12296 ↗
25. Ouyang, C., and Shah, S. P., “Fracture Energy Approach for Predicting Cracking of Reinforced Concrete Tensile Members,” ACI Structural Journal, V. 91, No. 1, Jan.-Feb. 1994, pp. 69-78.10.14359/4499 ↗
26. Gopalaratanam, V. S., and Shah, S. P., “Softening Response of Plain Concrete in Direct Tension,” ACI Journal Proceedings, V. 82, No. 3, May-June 1985, pp. 345-356.10.14359/10338 ↗
27. Li, B.; Maekawa, K.; and Okamura, H., “Modeling of Shear Transfer in Concrete Using Contact Density Function,” International Workshop on Concrete Shear in Earthquake, 1991, pp. 226-235.
28. Collins, M. P., and Mitchell, D., Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, NJ, 1991, pp. 309-375.
29. Bentz, E. C.; Vecchio, F. J.; and Collins, M. P., “Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements,” ACI Structural Journal, V. 103, No. 4, July-Aug. 2006, pp. 614-624.10.14359/16438 ↗
30. Ismail, M.; Toumi, A.; François, R.; and Gagné, R., “Effect of Crack Opening on the Local Diffusion of Chloride in Inert Materials,” Cement and Concrete Research, V. 34, No. 4, 2004, pp. 711-716. doi: 10.1016/j.cemconres.2003.10.02510.1016/j.cemconres.2003.10.025 ↗
31. Hordijk, A. D., “Local Approach to Fatigue of Concrete,” PhD thesis, Delft University of Technology, Delft, the Netherlands, 1991, 207 pp.