Geometric non-linear analysis of three-dimensional guyed towers

DOI10.1016/0045-7949(88)90348-3zbMath0666.73037OpenAlexW1967583002MaRDI QIDQ3817738

Shantaram G. Ekhande, Murty K. S. Madugula

Publication date: 1988

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(88)90348-3

zbMATH Keywords

large displacementsShear lockingtransverse shear effectsinfinite degrees of freedomcatenary cableseccentricity of the centroidal axesequivalent reduced modulus of elasticitylinear isoparametric formulationproduct of inertiareduced order of integrationreplaced by straight line elementstension-only type cable elementstwo-noded beam elementupdated Lagrangian coordinate

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05)

Related Items (1)

Nonlinear analysis and optimum design of Guyed masts

This page was built for publication: Geometric non-linear analysis of three-dimensional guyed towers