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A new feasible directions method in nonlinear optimization

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Residual Stress in Rails

Part of the book series: Engineering Applications of Fracture Mechanics ((EAFM,volume 12-13))

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Abstract

In each of the mechanical and discrete numerical models presented in the preceding chapters, the solution of a large nonlinear constrained optimization problem is required in order to evaluaute the actual residual stresses in body.

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References

  1. G. Zoutendijk, Methods of Feasible Directions, Elsevier, Amsterdam, 1960.

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  2. G.N. Vanderplaats, Numerical Optimization Techniques for EngineenngDesign with Applications, McGraw-Hill, New York, 1984.

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  4. J. Orkisz, “A new feasible directions algorithm for effective solution of constrained optimization problem”, Proc. 8th International Conference on Structural Mechanics in Reactor Technology, Brussels, 1985.

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  5. J. Orkisz, “A method of solution of nonlinear constrained optimization problems”, Proc. 1st World Congress on Computational Mechanics, Austin, TX, 1986.

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  6. J. Orkisz and M. Pazdanowski, “A new version of the feasible directions method in nonlinear optimization”, Proc. IX Conference MKMK, Cracow, 1989 (in Polish).

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  7. G.N. Vanderplaats, “ADS — a FORTRAN program for automated design synthesis”, Naval Postgraduate School, Monterey, CA, 1984.

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  8. J. Orkisz, O. Orringer, M. Hołowiński, M. Pazdanowski, and W. Cecot, “Discrete analysis of actual residual stresses resulting from cyclic loadings”, Computers & Structures 35(4), 397–412 (1990).

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© 1992 Springer Science+Business Media Dordrecht

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Orkisz, J., Pazdanowski, M. (1992). A new feasible directions method in nonlinear optimization. In: Orringer, O., Orkisz, J., Świderski, Z. (eds) Residual Stress in Rails. Engineering Applications of Fracture Mechanics, vol 12-13. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-1787-6_10

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