DOI QR코드

DOI QR Code

Some explicit solutions to plane equilibrium problem for no-tension bodies

  • 투고 : 2002.10.04
  • 심사 : 2003.06.17
  • 발행 : 2003.09.25

초록

A method is presented to integrate explicitly certain equilibrium problems for no-tension bodies, in absence of body forces and under the assumption that two of the principal stresses are everywhere null. The method is exemplified in the case of rectangular panels, clamped at their bottoms and loaded at their tops.

키워드

참고문헌

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  4. Del Piero, G. (1998), "Limit analysis and no-tension materials", Int. J. of Plasticity, 14, 259-271. https://doi.org/10.1016/S0749-6419(97)00055-7
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피인용 문헌

  1. A new class of equilibrated stress fields for no-tension bodies vol.1, pp.3, 2006, https://doi.org/10.2140/jomms.2006.1.503
  2. On the choice of functions spaces in the limit analysis for masonry bodies vol.7, pp.8-9, 2012, https://doi.org/10.2140/jomms.2012.7.795
  3. Static analysis of masonry vaults, constitutive model and numerical analysis vol.2, pp.2, 2007, https://doi.org/10.2140/jomms.2007.2.221
  4. A direct approach to fiber and membrane reinforced bodies. Part II. Membrane reinforced bodies vol.26, pp.3, 2014, https://doi.org/10.1007/s00161-013-0305-x
  5. A note on equilibrated stress fields for no-tension bodies under gravity vol.65, pp.4, 2003, https://doi.org/10.1090/s0033-569x-07-01052-5