Structural Behavior of Thin Prestressed Slab Beams in Bridges
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 (16)
Show source-provided references
1. AASHTO, 2010, “LRFD Standard Specifications for Highway Bridges, Fifth Edition,” American Association of State Highway and Transportation Officials, Washington, DC, pp. 5-36 - 5-92.
2. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 503 pp.
3. Barnes, R. W.; Grove, J. W.; and Burns, N. H., 2003, “Experimental Assessment of Factors Affecting Transfer Length,” ACI Structural Journal, V. 100, No. 6, Nov.-Dec., pp. 740-748.10.14359/12840 ↗
4. Cousins, T. E.; Johnston, D. W.; and Zia, P., 1990, “Transfer and Development Length of Epoxy Coated and Uncoated Prestressing Strand,” PCI Journal, V. 35, No. 4, pp. 92-103. doi: 10.15554/pcij.07011990.92.10310.15554/pcij.07011990.92.103 ↗
5. Flexicore, 2014, http://www.flexicoreoftexas.com/products_prestressed.asp. (last accessed Jan. 20, 2016)
6. Hanson, N., and Kaar, P., 1959, “Flexural Bond Tests of Pretensioned Beams,” ACI Journal Proceedings, V. 55, No. 1, Jan., pp. 783-802.10.14359/11389 ↗
7. Martí-Vargas, J. R.; Serna, P.; and Hale, W. M., 2013, “Strand Bond Performance in Prestressed Concrete Accounting for Bond Slip,” Engineering Structures, V. 51, pp. 236-244. doi: 10.1016/j.engstruct.2013.01.02310.1016/j.engstruct.2013.01.023 ↗
8. Martin, L. D., and Korkosz, W. J., 1995, “Strength of Prestressed Concrete Members at Sections Where Strands Are Not Fully Developed,” PCI Journal, V. 40, No. 5, pp. 58-66. doi: 10.15554/pcij.09011995.58.6610.15554/pcij.09011995.58.66 ↗
9. Mitchell, D.; Cook, W. D.; Khan, A.; and Tham, T., 1993, “Influence of High Strength Concrete on Transfer and Development Length of Pretensioning Strand,” PCI Journal, V. 38, No. 3, pp. 52-66. doi: 10.15554/pcij.05011993.52.6610.15554/pcij.05011993.52.66 ↗
10. Narer, J., 1997, “A New Generation of Precast Prestressed Concrete Slab Bridges for Maryland’s Rural Highways,” PCI Journal, V. 42, No. 3, pp. 16-20. doi: 10.15554/pcij.05011997.16.2010.15554/pcij.05011997.16.20 ↗
11. Olesniewicz, A., 1975, “Statistical Evaluation of Transmission Length of Strand,” Research and Design Centre for Industrial Building BISTYP, Warsaw, Poland.
12. Ratz, E.; Holmjanski, M.; and Kolner, V., 1958, “The Transmission of Prestress to Concrete by Bond,” Proceeding 3rd Congress of the Federation Internationale de la Precontrainte, pp. 624-640.
13. Tan, S., 2014, “Structural Behavior of Thin Prestressed Slab Beams in Bridges,” PhD dissertation, University of Houston, Houston, TX, 556 pp.
14. Tan, S.; Luu, C. H.; Mo, Y. L.; Hsu, T. T. C.; and Belarbi, A., 2014, “Shear Behavior of Thin Prestressed Slab Beams in Bridges,” Technical Report 0-6720-1, University of Houston, Houston, TX, 268 pp.
15. TxDOT, 2014, https://www.dot.state.tx.us. (last accessed Jan. 20, 2016)
16. Zia, P., and Mostafa, T., 1977, “Development Length of Prestressing Strands,” PCI Journal, V. 22, No. 5, pp. 54-65. doi: 10.15554/pcij.09011977.54.6510.15554/pcij.09011977.54.65 ↗