1990
DOI: 10.1090/qam/1079916
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Dynamically loaded rigid-plastic analysis under large deformation

Abstract: Abstract. Extended bounding theorems on maximum deformation and minimum response time are developed for dynamically loaded rigid-plastic structures in the range of large deformations.It is proved that the existence of bounds is directly related to a so-called complementary gap function and its directional-derivative.

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Cited by 10 publications
(6 citation statements)
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“…The concepts of geometrical and physical nonlinearities are well-known in continuum physics [30][31][32][33][34][35][36]143], but not in abstract analysis and optimization. This leads to many confusions.…”
Section: Definition 2 (Canonical Function and Canonical Transformation)mentioning
confidence: 99%
“…The concepts of geometrical and physical nonlinearities are well-known in continuum physics [30][31][32][33][34][35][36]143], but not in abstract analysis and optimization. This leads to many confusions.…”
Section: Definition 2 (Canonical Function and Canonical Transformation)mentioning
confidence: 99%
“…For example, in modeling of hysteresis, phase transitions, shape-memory alloys, and super-conducting materials, the free energy functions are usually nonconvex due to certain internal variables [28][29][30]. In large deformation analysis, thin-walled structure can buckle even before the stress reaches its elastic limit [31][32][33][34][35][36][37]. Mathematically speaking, many fundamentally difficult problems in engineering and the sciences are mainly due to the nonconvexity of their modeling.…”
Section: Nonconvex Analysis/mechanics and Difficultiesmentioning
confidence: 99%
“…This general subdifferential equation governs many finite-deformation nonsmooth systems (see [11][12][13][14][15][16] the Green strain tensor e is defined by the quadratic differential operator A:…”
Section: • A*ow(au) + Of(u)mentioning
confidence: 99%
“…Based on this general theory, a series of complementary variational principles for finite deformation nonsmooth mechanics have been established (see [11][12][13][14][15][16]). Theoretical analysis shows that for finite-deformation systems governed by the linear physical laws (i.e.…”
Section: • A*ow(au) + Of(u)mentioning
confidence: 99%