Scientific Papers
Vol. 11 No. 22 (2009): Journal 22
Experimental Estimation of the Friction Coefficients Due to Deviation (k) and Curvature (μ) in Post-Tensioned Cables through Electronic Instrumentation
Pontifical Javeriana University
Pontifical Javeriana University
Pontifical Javeriana University
Abstract
This paper conducted a pilot estimate of the friction coefficients for deviation and post-curvature of wires of different pipeline materials, of galvanized metal and plastic, through its electronic instrumentation.
For this purpose, two post-stressed concrete beams were built, whose instrumentation was performed using a data acquisition system and strain gages, the ones which were used to determine the variation of the unit strain values, and therefore the tension losses of the cables, along their length. The designe was conceived as a slab-beam type pedestrian crosway.
Knowing the geometry and the tension at each point of the cables, the ranges of the friction coefficients were estimated for both, unintentional deviation (k) and curvature (μ), which were compared with national and international standards. In this research, it was concluded that the ranges of the friction coefficients of metallic pipelines for unintentional deviation (k) are similar to those recommended by the standards, while the coefficients for curvature (μ) are higher.
For plastic products, the values of their coefficients of friction (µ k), estimated in this research are innovative, because they are not included in the standards, thus it is a contribution to the national engineering. This work is the base for further research and also to update the national standards. This project was possible thanks to the support of VSL International and CEMEX, generating innovation and technology transfer to the industry and the society.
References
- American Association of State Highway and Transportation Officials. Highway subcommittee on bridges and structure. Washington: AASHTO, 1996. 673 р.
- American Concrete Institute Committee 318. Requisitos de reglamento para concreto estructural. Farmington Hills: ACI, 2005. 490 р. (ACI 318S-05).
- Asociación Colombiana de Ingeniería Sísmica. Normas colombianas de diseño y construcción sismo resistente. Bogotá: AIS, 1997. (NSR-98).
- Asociación Colombiana de Productores de Concreto. Concreto preesforzado: Diseño y construcción. Bogotá: ASOCONCRETO, 2005. 159 р.
- Calle Calle, Gabriel Dario. Evaluación teórica-experimental de esfuerzos y coeficientes de fricción en vigas preesforzadas. Bogotá, 1999, 112 p. Tesis (Magister en Ingeniería Civil). Universidad de los Andes. Facultad de Ingeniería. Departamento de Ingeniería Civil.
- Colombia. Ministerio De Transporte. Instituto Nacional De Vías. Código colombiano de diseño sísmico de puentes. Bogotá: Asociación Colombiana de Ingeniería Sísmica, 1995. 600 p. (CCDSP).
- DUEÑAS PUENTES, Diego Ernesto y MOLINA HERRERA, Maritzabel. Coeficiente de fricción por curvatura no intencional en concreto postensado. En: Revista de ingenieria e investigación. Vol. 27, No. 3 (sep. 2007); р. 16-23.
- HENDY, C. R. y SMITH, D. A. Eurocode 2: Design of concrete structures. s.l.: Haig Gulvanessian, 2007. 415 р.
- ICAZA AGUIRRE, Juan José. Factors affecting friction losses in multi-strand post-tensioning tendons including the effect of emulsifiable oils. Austin: 2004, 92 p. Tesis (Magister en Ingenieria Civil). Universidad de Texas.
- PALISADE CORPORATION. Probability distribution fitting for microsoft windows. [programa de computador]: Versión 4.5.2. 2002.
- PRESTRESSED CONCRETE INSTITUTE. Design hand book. 5 ed. Chicago: PCI, 1999.
- POST-TENSIONING INSTITUTE. Post-tensioning manual. Phoenix: PTI, 1990, 406 р.
- ROBAYO, Javier Orlando. Determinación experimental de los coeficientes de fricción "k" y curvatura "μ" en los tendones de preesfuerzo. Bogotá: 1997, Tesis (Ingeniero Civil). Pontificia Universidad Javeriana. Facultad de Ingenieria. Departamento de Ingeniería Civil, 58 p.
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