Structural Engineering and Mechanics

  • 제3권1호
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  • Pages.11-23
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  • 1995
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Three-dimensional analysis of stress and strain transmission through line joints of spatial linkage of plates

  • Rosenhouse, G. (Faculty of Civil Engineering, Technion, Israel Institute of Technology) ;
  • Rutenberg, A. (Faculty of Civil Engineering, Technion, Israel Institute of Technology) ;
  • Goldfarb, Y.R. (Faculty of Civil Engineering, Technion, Israel Institute of Technology)
  • 발행 : 1995.01.25
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초록

The examined model consists of two substructures linked by a right angle rigid line joint. One element is a wall loaded externally along its upper edge by an uneven vertical load. The other element, defined as a plate, is not loaded. Stresses and displacements in the vicinity of the joint are analysed, considering the lateral distribution which leads to three-dimensional effects. The proposed solution combines classical approach with numerical means, using appropriate stress distribution polynomial functions along the joint. Space structure constructions supply cases of interest.

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참고문헌

  1. Perry, B., Bar-Yosef, P. and Rosenhouse, G. (1990), "On the generation and application of a new membrane and bending hybrid stress elements for analysing folded plate structures, Proceedings of the Second World Congress of Computational Mechanics (WCCM), Stuttgart, 1, 577-581.
  2. Perry, B., Bar-Yosef, P. and Rosenhouse, G. (1992), "Rectangular hybrid shell element for analysing folded plate structures", Computers and Structures, 44(1,2),177-185. https://doi.org/10.1016/0045-7949(92)90236-S
  3. Timoshenko, S. P.Goodier, J. N. (1987), Theory of Elasticity, McGraw-Hill, New York.