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Statements
1984
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element displacements expressed in terms of cubic Hermite polynomials
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derivatives determined to minimise strain energy
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axial force at any point proportional to square of bending moment
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large deflection bending
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frictionless supports
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inextensional elastica
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nodal displacements
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incremental stiffness matrices
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iterative procedure
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nonlinear stiffness equations
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