The complementary functions method for the element stiffness matrix of arbitrary spatial bars of helicoidal axes

DOI10.1002/NME.1620380611zbMath0853.73067OpenAlexW2171472644MaRDI QIDQ4835169

Vebil Haktanir

Publication date: 6 January 1997

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1620380611

zbMATH Keywords

initial value problemwarpingaxial deformationTimoshenko beam theorynon-isothermal conditionsfourth-order Runge-Kutta algorithmplaner systems

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (4)

FREE VIBRATION ANALYSIS OF NON-CYLINDRICAL COIL SPRINGS BY COMBINED USE OF THE TRANSFER MATRIX AND THE COMPLEMENTARY FUNCTIONS METHODS ⋮ On the linearized disturbance dynamic equations for buckling and free vibration of cylindrical helical coil springs under combined compression and torsion ⋮ On the analytical approach to the linear analysis of an arbitrarily curved spatial Bernoulli-Euler beam ⋮ Finite element method for the stress analysis of isotropic cylindrical helical spring

Cites Work

• Some Considerations on a Naturally Curved and Twisted Slender Beam

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