investigation of utilizing a secant stiffness matrix for 2d nonlinear shape optimization and sensitivity analysis

نویسندگان

asghar vatani oskouie

shahid rajaee teacher training university amin havaran

faculty of civil engineering, shahid rajaee teacher training university, tehran, iran

چکیده

in this article the general non-symmetric parametric form of the incremental secant stiffness matrix for nonlinear analysis of solids have been investigated to present a semi analytical sensitivity analysis approach for geometric nonlinear shape optimization. to approach this aim the analytical formulas of secant stiffness matrix are presented. the models were validated and used to perform investigating different parameters affecting the shape optimization. numerical examples utilized for this investigating sensitivity analysis with detailed discussions presented.

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عنوان ژورنال:
civil engineering infrastructures journal

جلد ۴۹، شماره ۲، صفحات ۳۴۷-۳۵۹

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