Extended Force Density Method for cable nets under self-weight. Part I - Theory and verification

Authors

DOI:

https://doi.org/10.24425/ace.2021.138491

Abstract

This paper presents the Extended Force Density Method which allows for form-finding of cable nets under self-weight. Formulation of the method is based on the curved catenary cable element which assures high accuracy of the results and enables solving wide range of problems. Essential rules of the Force Density Method (FDM) are summarized in the paper. Some well-known formula describing behaviour of a catenary cable element under self-weight are given. Next the improved variant of FDM with all the theoretical and numerical details is introduced. Iterative procedure for solving nonlinear equations is described. Finally a simple verification example proves correctness of methods assumptions. Two further analyses of parameters crucial for correct use of Extended Force Density Method (EFDM) are presented in order to indicate their initial values for other numerical examples. Accuracy of the results are also investigated. A computer program UC-Form was developed in order to perform the calculations and graphically present the results. Some examples of use of EFDM are presented in details in Part II - Examples of application.

References

[1] J.H. Argyris, T. Angelopoulos, and B. Bichat, “A general method for the shape finding of lightweight tension structures”, Computer Methods in Applied Mechanics and Engineering, vol. 3. pp. 135-149. 1974, DOI: 10.1016/0045-7825(74)90046-2.

[2] M. Bruggi, “A constrained force density method for the funicular analysis and design of arches, domes and vaults”, International Journal of Solids and Structures, vol. 193-194. pp. 251-269. 2020, DOI: 10.1016/j.ijsolstr.2020.02.030.

[3] P. Christou, A. Michael, and M. Elliotis, “Implementing slack cables in the force density method. Engineering Computations”, International Journal for Computer-Aided Engineering and Software, vol. 31. no. 5. pp. 1011-1030. 2014, DOI: 10.1108/EC-03-2012-0054.

[4] M. Cuomo and L. Greco, “On the force density method for slack cable nets”, International Journal of Solids and Structures, vol. 49. pp. 1526-1540. 2012.

[5] A.S. Day, “An introduction to dynamic relaxation”, The Engineer. Technical Contributors Section, pp. 220-221. 1965.

[6] H. Deng, Q.F. Jiang, and A.S.K. Kwan, “Shape finding of incomplete cable-strut assemblies containing slack and prestressed elements”, Computers and structures, vol. 83. pp. 1767-1779. 2005, DOI: 10.1016/j.compstruc.2005.02.022.

[7] F. Otto: Tensile structures. MIT Press, 1973.

[8] Sz. Pałkowski, “Konstrukcje cięgnowe”, Wydawnictwa Naukowo-Techniczne, Warszawa, 1994.

[9] H.-J. Schek, “The Force Density Method for form finding and computation of general networks”, Computer Methods in Applied Mechanics and Engineering, vol. 3. pp. 115-134. 1974, DOI: 10.1016/0045-7825(74)90045-0.

[10] G. Tibert, “Numerical analyses of cable roof structures”, Licentiate Thesis, Department of Structural Engineering, Royal Institute of Technology, Stockholm, Sweden, 1999.

[11] D. Veenendaal and P. Block, “An overview and comparison of structural form-finding methods for general networks”, International Journal of Solids and Structures, vol. 49. pp. 3741-3753. 2012, DOI: 10.1016/j.ijsolstr.2012.08.008.

[12] I. Wójcik-Grząba, „Numeryczne kształtowanie konstrukcji przekryć cięgnowych”, PhD Thesis, Faculty of Civil Engineering, Warsaw University of Technology, Warszawa, 2020.

[13] I. Wójcik-Grząba, “Extended Force Density Method for cable nets under self-weight. Part II - Examples of application”, Archives of Civil Engineering, vol. 68. no. 1. 2022.

Downloads

Published

2021-12-30

How to Cite

Wójcik-Grząba, Izabela. “Extended Force Density Method for Cable Nets under Self-Weight. Part I - Theory and Verification”. Archives of Civil Engineering, vol. 67, no. 4, Dec. 2021, pp. 139-57, doi:10.24425/ace.2021.138491.

Issue

Section

Articles

Similar Articles

<< < 6 7 8 9 10 11 12 13 14 15 > >> 

You may also start an advanced similarity search for this article.