Books on the topic 'Tendons (Prestressed concrete) – Evaluation'

Tensioning of tendons: Force-elongation relationship. T. Telford, 1986.

Mattock, Alan H. Application of fiber reinforced plastic rods as prestrssing [i.e. prestressing] tendons in concrete structures: Final report, Research Project GC 8286, Task 25, fiberglass tendons. Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1989.

Gauvreau, Paul. Ultimate limit state of concrete girders prestressed with unbonded tendons. Birkhauser Verlag, 1993.

Gauvreau, Paul. Load tests of concrete girders prestresses with unbonded tendons. Birkhäuser, 1992.

American Association of State Highway and Transportation Officials. and United States. Federal Highway Administration., eds. Durability of prestressed concrete highway structures. Transportation Research Board, National Research Council, 1988.

Osborn, A. E. N. Acceptance tests for surface characteristics of steel strands in prestressed concrete. Transportation Research Board, 2008.

Corrosion protection of unbonded tendons: FIP recommendations. T. Telford, 1986.

Maffei, Joseph R. Instrumentation and behavior of prestressed concrete pavements. The Center, 1986.

Shanafelt, George O. Guidelines for evaluation and repair of prestressed concrete bridge members. Transportation Research Board, National Research Council, 1985.

Tadros, Maher K. Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web. Transportation Research Board, 2010.

Ghoneim, Mashhour G. Evaluation of design procedures for torsion in reinforced and prestressed concrete. Dept. of Civil Engineering, University of Alberta, 1993.

McCullough, B. Frank. Prestressed concrete pavement design--design and construction of overlay applications. The Center, 1986.

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. U.S. Dept. of Transportation, Federal Highway Administration, 1993.

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. U.S. Dept. of Transportation, Federal Highway Administration, 1993.

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. U.S. Dept. of Transportation, Federal Highway Administration, 1993.

Grace, Nabil F. Environmental/durability evaluation of FRP composite strengthened bridges. Lawrence Technological University, Civil Engineering Dept., 2003.

Chia, Way Seng. Field evaluation of subbase friction characteristics. The Center, 1986.

Peterman, Robert J. Evaluation of strand transfer and development lengths in pretensioned girders with semi-lightweight concrete. Purdue University, [Joint Transportation Research Program, 1999.

Tadros, Maher K., Sameh S. Badie, and Christopher Y. Tuan. Evaluation and Repair Procedures for Precast/Prestressed Concrete Girders with Longitudinal Cracking in the Web. National Academies Press, 2010. http://dx.doi.org/10.17226/14380.

Kassner, Bernard L. Material investigation of the full-depth, precast concrete deck panels of the old Woodrow Wilson Bridge. Virginia Transportation Research Council, 2007.

Funahashi, M. Field evaluation of a new aluminum alloy as a sacrificial anode for steel embedded in concrete. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

United States. Bureau of Reclamation. Denver Office. Applied Sciences Branch., ed. Findings of petrographic investigations of embedded cylinder prestressed concrete pipe. U.S. Dept. of the Interior, Bureau of Reclamation, Technical Service Center, Research and Laboratory Services Division, Applied Sciences Branch, 1994.

Fédération internationale du béton. Task Group 9.8., ed. Grouting of tendons in prestressed concrete. FIB, Fédération internationale du béton, 2002.

FIP Commission on Practical Construction. Working Group on Grouting of Tendons in Prestressed Concrete, ed. Grouting of tendons in prestressed concrete. T. Telford, 1990.

Durability of post-tensioning tendons: Recommendation. International Federation for Structural Concrete, 2006.

Noshiravani, Talayeh. Shear resistance of concrete girders prestressed with unbonded tendons. 2007.

Corrugated plastic ducts for internal bonded post-tensioning: Technical report. International Federation for Structural Concrete, 2000.

précontrainte, Fédérationinternationale de la, and Structural Engineers Trading Organisation, eds. Corrosion protection of prestressing steels. SETO, 1996.

Grouting of Tendons in Prestressed Concrete (Fip Guide to Good Practice). American Society of Civil Engineers, 1990.

1941-, Clarke John L., ed. Alternative materials for the reinforcement and prestressing of concrete. Blackie Academic, 1993.

Shanafelt, George O. Guidelines for Evaluation and Repair of Damaged Prestressed Concrete Bridge Members. Transportation Research Board National Resear, 1986.

B, Oland C., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Oak Ridge National Laboratory, eds. An investigation of tendon sheathing filler migration into concrete. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering. and Construction Technology Laboratories (Portland Cement Association), eds. Self-monitoring surveillance system for prestressing tendons: Phase I small business innovation research. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1995.

U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering. and Construction Technology Laboratories (Portland Cement Association), eds. Self-monitoring surveillance system for prestressing tendons: Phase I small business innovation research. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1995.

U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering. and Construction Technology Laboratories (Portland Cement Association), eds. Self-monitoring surveillance system for prestressing tendons: Phase I small business innovation research. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1995.

Brafman, Bahar Geni, National Cooperative Highway Research Program., National Research Council (U.S.). Transportation Research Board., and American Association of State Highway and Transportation Officials., eds. Safety evaluation of permanent raised pavement markers. Transportation Research Board, 2004.

Extending Span Ranges of Precast Prestressed Concrete Girders (Report (National Cooperative Highway Research Program)). Transportation Research Board, 2004.

Test methods for assessing the susceptibility of prestressing steels to hydrogen induced SCC. Published for the European Federation of Corrosion by Maney on behalf of the Institute of Materials, Minerals and Mining, 2004.

Test Methods for Assessing the Susceptibility of Prestressing Steel to Hydrogen Induced Scc (European Federation of Corrosion). Maney Publishing, 2004.