A Minimum Principle for Structural Stability*

نویسندگان

  • H. J. WEISS
  • G. H. HANDELMAN
چکیده

where A, B are arbitrary real constants, and a is an arbitrary complex number. It is readily confirmed by direct computation that the constants A, B, and a give rise to an arbitrary, uniform hydrostatic stress-field in the image domain R*. The constant k, on the other hand, affects merely the scale of the image stress-distribution. We may therefore put A = B = a = Q, k = 1. This completes the proof.

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تاریخ انتشار 2016