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Modeling of the stability of a flat textile structures loaded by compression forces
By :   Piotr Szablewski
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5. Admissible values for the shape parameters


Values of the shape parameters A and B in Equation (5) cannot be arbitrary. In other words, these parameters cannot take the full range of values. Below there is a precise definition of the interval of admissible values of A and B. The existence of immovable supporting plane, as in Figure 1, leads to the geometrical condition for . Besides, from the inextensibility we have that for . Take into consideration dimensionless form of the variables and , we have


From hole area of a and b we choose only such values so that the inequalities (13) are satisfied. These inequalities have been calculated numerically. For example the extreme values of a and b are as follows:

. Admissible area of a and b have been show in Figure 8.

After analyzing the states of equilibrium it should be remembered that values of a and b should be from admissible area which is presented in Figure 8. Admissible are of a and b should be superimposed on the graphs from Figures 6-7.


6. Conclusions


Above-mentioned method of analyzing of a flat textile structure loaded by compression force and deadweight has been presented for the bending curve given by formula (5). Thanks to different parameters A and B we can simulate different shapes of bending curve (such as in the reality). Similarly, it can be carried out for different shapes of bending curve. For solving the problem the Ritz energetic method has been applied. Similar way to solving of the problem we can find in work [5] for the one-dimension problem. Due to nonlinearity numerical methods have been applied. These methods can be used without any problem for multi-dimension tasks with more than two shape parameters.


References


  1. Dym C.L., Stability Theory and Its Applications to Structural Mechanics, Leyden Noordhoff Int. Publishing, 1974.
  2. Naleszkiewicz J., Problems of Elastic Stability, PWN, Warsaw, 1958.
  3. Forray M.J., Variational Calculus in Science and Engineering, McGraw-Hill, New York, 1968.
  4. Timoshenko S.P., Gere J.M., Theory of Elastic Stability, McGraw-Hill, New York, 1961.
  5. Szablewski P., Analysis of the Stability of a Flat Textile Structure, AUTEX Research Journal, Vol.6, No.4, 2006, p. 204-215.


About the Author:


The author is associated with Technical University of Łdź, Department of Technical Mechanics and Informatics, Lodz, Poland.



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