Modeling of Transfer Region with Local Bond-Slip Relationships
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 Engineering and Vibration Analysis
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 318-08) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2008, 473 pp.
2. Martí-Vargas, J. R., and Hale, W. M., “Predicting Strand Transfer Length in Pretensioned Concrete: Eurocode versus North American Practice,” Journal of Bridge Engineering, ASCE, V. 18, No. 12, 2013, pp. 1270-1280. doi: 10.1061/(ASCE)BE.1943-5592.000045610.1061/(ASCE)BE.1943-5592.0000456 ↗
3. Guyon, Y., Prestressed Concrete, Contractors Record and Municipal Engineering, London, UK, 1953, 543 pp.
4. BS EN 1992-1-1, “Eurocode 2: Design of Concrete Structures Part 1-1: General Common Rules for Building and Civil Engineering Structures,” Chapter 8.10.2, British Standards Institution, London, UK, 2004, pp. 146-148.
5. Zia, P., and Mostafa, T., “Development Length of Prestressing Strands,” PCI Journal, V. 22, No. 5, 1977, pp. 54-65. doi: 10.15554/pcij.09011977.54.6510.15554/pcij.09011977.54.65 ↗
6. Mitchell, D.; Cook, W. D.; Khan, A. A.; and Tham, T., “Influence of High Strength Concrete on Transfer and Development Length of Pretensioning Strand,” PCI Journal, V. 38, No. 3, 1993, pp. 52-66. doi: 10.15554/pcij.05011993.52.6610.15554/pcij.05011993.52.66 ↗
7. Oh, B. H.; Lim, S. N.; Lee, M. K.; and Yoo, S. W., “Analysis and Prediction of Transfer Length in Pretensioned, Prestressed Concrete Members,” ACI Structural Journal, V. 111, No. 3, May-June 2014, pp. 549-559. doi: 10.14359/5168657110.14359/51686571 ↗
8. Park, H., and Cho, J. Y., “Bond-Slip-Strain Relationship in Transfer Zone of Pretensioned Concrete Elements,” ACI Structural Journal, V. 111, No. 3, May-June 2014, pp. 503-513. doi: 10.14359/5168656710.14359/51686567 ↗
9. Wan, B.; Harries, K. A.; and Petrou, M. F., “Transfer Length of Strands in Prestressed Concrete Piles,” ACI Structural Journal, V. 99, No. 5, Sept.-Oct. 2002, pp. 577-585.10.14359/12297 ↗
10. Jonsson, E., “Anchorage of Strands in Prestressed Extruded Hollow Core Slabs,” Proceedings of the International Symposium Bond in Concrete: From Research to Practice, Riga Technical University and CEB, eds., Riga, Lavita, 1992, pp. 2.20-2.28.
11. Kahn, L. F.; Dill, J. C.; and Peutlinger, C. G., “Transfer and Development Length of 15-mm Strand in High Performance Concrete Girders,” Journal of Structural Engineering, ASCE, V. 128, No. 7, 2002, pp. 913-921. doi: 10.1061/(ASCE)0733-9445(2002)128:7(913)10.1061/(ASCE)0733-9445(2002)128:7(913) ↗
12. Anderson, A., and Anderson, R., “An Assurance Criterion for Flexural Bond in Pretensioned Hollow Core Units,” ACI Journal Proceedings, V. 73, No. 8, Aug. 1976, pp. 457-464.10.14359/11087 ↗
13. Balogh, T., “Statistical Distribution of Draw-in of Seven-Wire Strands,” Proceedings of the International Symposium Bond in Concrete: From Research to Practice, Riga Technical University and CEB, eds., Riga, Lavita, 1992, pp. 2.10-2.19.
14. Kose, M. M., “Prediction of Transfer Length of Prestressing Strands Using Neural Networks,” ACI Structural Journal, V. 104, No. 2, Mar.-Apr. 2007, pp. 162-169.10.14359/18528 ↗
15. Abrishami, H., and Mitchell, D., “Bond Characteristics of Pretensioned Strand,” ACI Materials Journal, V. 90, No. 3, May-June 1993, pp. 228-235.10.14359/3785 ↗
16. Dang, C. N.; Murray, C. D.; Floyd, R. W.; Hale, W. M.; and Martí-Vargas, J. R., “Analysis of Bond Stress Distribution for Prestressing Strand by Standard Test for Strand Bond,” Engineering Structures, V. 72, 2014, pp. 152-159. doi: 10.1016/j.engstruct.2014.04.04010.1016/j.engstruct.2014.04.040 ↗
17. Pozolo, A. M., and Andrawes, B., “Transfer Length in Prestressed Self-Consolidating Concrete Box and I-girders,” ACI Structural Journal, V. 108, No. 3, May-June 2011, pp. 341-349.10.14359/51682350 ↗
18. Briere, V.; Harries, K. A.; Kasan, J.; and Hager, C., “Dilation Behavior of Seven-Wire Prestressing Strand—The Hoyer Effect,” Construction and Building Materials, V. 40, 2013, pp. 650-658. doi: 10.1016/j.conbuildmat.2012.11.06410.1016/j.conbuildmat.2012.11.064 ↗
19. Russell, B. W., and Burns, N. H., “Measurement of Transfer Lengths on Pretensioned Concrete Elements,” Journal of Structural Engineering, ASCE, V. 123, No. 5, 1997, pp. 541-549. doi: 10.1061/(ASCE)0733-9445(1997)123:5(541)10.1061/(ASCE)0733-9445(1997)123:5(541) ↗
20. Janney, J. R., “Nature of Bond in Pretensioned Prestressed Concrete,” ACI Journal Proceedings, V. 50, No. 9, Sept. 1954, pp. 717-736.10.14359/11790 ↗
21. Kaar, P. H.; LaFraugh, R. W.; and Mass, M. A., “Influence of Concrete Strength on Strand Transfer Length,” PCI Journal, V. 8, No. 5, 1963, pp. 47-67. doi: 10.15554/pcij.10011963.47.6710.15554/pcij.10011963.47.67 ↗
22. Ramirez, J. A., and Russell, B. W., “Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete,” NCHRP Report 603, Transportation Research Board, Washington, DC, 2008, pp. 26-50.
23. Martí-Vargas, J. R.; Serna, P.; Navarro-Gregori, J.; and Bonet, J. L., “Effects of Concrete Composition on Transmission Length of Prestressing Strands,” Construction and Building Materials, V. 27, No. 1, 2012, pp. 350-356. doi: 10.1016/j.conbuildmat.2011.07.03810.1016/j.conbuildmat.2011.07.038 ↗
24. Oh, B. H.; Kim, E. S.; and Choi, Y. C., “Theoretical Analysis of Transfer Length in Pretensioned Prestressed Concrete Members,” Journal of Engineering Mechanics, ASCE, V. 132, No. 10, 2006, pp. 1057-1066. doi: 10.1061/(ASCE)0733-9399(2006)132:10(1057)10.1061/(ASCE)0733-9399(2006)132:10(1057) ↗
25. Russell, B. W., and Burns, N. H., “Design Guidelines for Transfer, Development and Debonding of Large Diameter Seven Wire Strands in Pretensioned Concrete Girders,” FHWA/TX-93+1210-5F, Center for Transportation Research, University of Texas at Austin, Austin, TX, Jan. 1993, 300 pp.
26. Park, H.; Din, Z. U.; and Cho, J. Y., “Methodological Aspects in the Measurement of Strand Transfer Length in Pretensioned Concrete,” ACI Structural Journal, V. 109, No. 5, Sept.-Oct. 2012, pp. 625-634.10.14359/51684040 ↗