Techno Press
You logged in as Techno Press

Structural Engineering and Mechanics
  Volume 3, Number 1, January 1995, pages 11-23
DOI: http://dx.doi.org/10.12989/sem.1995.3.1.011
 


THREE-DIMENSIONAL ANALYSIS OF STRESS AND STRAIN TRANSMISSION THROUGH LINE JOINTS OF SPATIAL LINKAGE OF PLATES
ROSENHOUSE G, RUTENBERG A, GOLDFARB YR

 
Abstract
    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.
 
Key Words
    JOINTS, COLUMNS, WALLS, BEAMS PLATES, DEFLECTION AND STRESS ANALYSIS, FINITE ELEMENTS, 3-D ANALYSIS
 
Address
ROSENHOUSE G, TECHNION ISRAEL INST TECHNOL,FAC CIVIL ENGN,IL-32000 HAIFA,ISRAEL
 

Techno-Press: Publishers of international journals and conference proceedings.       Copyright © 2021 Techno Press
P.O. Box 33, Yuseong, Daejeon 305-600 Korea, Tel: +82-42-828-7996, Fax : +82-42-828-7997, Email: info@techno-press.com