Finite displacement theory of straight beams under configuration-dependent uniform loads
DOI10.1016/0045-7949(90)90185-5zbMath0708.73024OpenAlexW2071857578MaRDI QIDQ3491107
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Publication date: 1990
Published in: Computers & Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7949(90)90185-5
total Lagrangian formulationliquid pressurenodal forces6\(\times 6\) sparse matrixgeneral field transfer matrixgoverning differential equations of finite deflection theorygravity-type loadinghigher order field transfer matrixincremental/iterative nonlinear schemenonlinear elastic curved beamstotal stiffness equationswind pressure
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