Discrete Analysis of Elastic Cables
Abstract
This paper presents a discrete calculation method for an elastic cable loaded by static concentrated forces. The discrete method is suitable to use for all suspension structures (bridges, roofs). In the calculation of the elastic cable the main problem is the geometrically non-linear behaviour of the parabolic cable. The linear methods of analysis are suitable only for small spans. A geometrically non-linear continual model is especially useful for classical loading types, e.g. uniformly distributed loads. The discrete model of suspension structures allows applying all kinds of loads, such as distributed or concentrated ones. The assumptions of the discrete method described here are: the stress-strain dependence of the material is linear, the area of the cross-section of the cable is unchangeable during the elongation and the flexural rigidity of the cable is not taken into account. An experimental investigation was conducted to prove this calculation method.
Keywords: |
cable-supported structure; elastic cable; suspension structure; long-span structure; discrete analysis; geometrical non-linearity; load test
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References
Aare, J.; Kulbach, V. 1984. Accurate and Approximate Analysis of Statical Behaviour of Suspension Bridges, Journal of Structural Mechanics 3(17): 1–12.
Fürst, A.; Marti, P.; Ganz, H. R. 2001. Bending of Stay Cables, Structural Engineering International 11(1): 42–46. http://dx.doi.org/10.2749/101686601780324313
Gimsing, N. J. 1997. Cable Supported Bridges. Concept and Design. 2nd edition. Chichester: John Wiley and Sons Ltd. 461 p.
Grigorjeva, T.; Juozapaitis, A.; Kamaitis, Z. 2004. Structural Analysis of Suspension Bridges with Varying Rigidity of Main Cables, in Proc. of the 8th International Conference “Modern Building Materials, Structures and Techniques”. May 19–21, 2004, Vilnius, Lithuania. Vilnius: Technika, 469–472.
Grigorjeva, T.; Juozapaitis, A.; Kamaitis, Z. 2010. Influence of Construction Method on the Behaviour of Suspension Bridges with Main Rigid Cables, in Proc. of the 10th International Conference “Modern Building Materials, Structures and Techniques”. May 19–21, 2010, Vilnius, Lithuania. Vilnius: Technika, 628–634.
Grigorjeva, T.; Juozapaitis, A.; Kamaitis, Z. 2010. Static Analysis and Simplified Design of Suspension Bridges Having Various Rigidity of Cables, Journal of Civil Engineering and Management 16(3): 363–371. http://dx.doi.org/10.3846/jcem.2010.41doi:10.3846/jcem.2010.41
Idnurm, J. 2004. Discrete Analysis of Cable-Supported Bridges. PhD thesis. Tallinn: TUT Press. 88 p.
Juozapaitis, A.; Idnurm, S.; Kaklauskas, G.; Idnurm, J.; Gribniak, V. 2010. Non-Linear Analysis of Suspension Bridges with Flexible and Rigid Cables, Journal of Civil Engineering and Management 16(1): 149–154. http://dx.doi.org/10.3846/jcem.2010.14
Kulbach, V. 1999. Half Span Loading of Cable Structures, Journal of Constructional Steel Research 49(2): 167–180. http://dx.doi.org/10.1016/S0143-974X(98)00215-6
Kulbach, V. 2007. Cable Structures. Design and Static Analysis. Tallinn: Tallinn Book Printers Ltd. 224 p.
Kulbach, V.; Idnurm, J.; Idnurm, S. 2002. Discrete and Continuous Modeling of Suspension Bridge, in Proc. of the Estonian Academy of Sciences. Engineering 2: 121–133.
Kulbach, V.; Õiger, K. 1986. Staticheskii raschet visiachikh sistem. Tallinn: Tallinskii politekhnicheskii institut. 114 р.
Leonard, J. W. 1988. Tension Structures: Behavior and Analysis. McGraw-Hill. 400 p. ISBN 0070372268.
DOI: 10.3846/bjrbe.2012.14
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