The boundaryvalue problem for a clampedclamped beam can be written as When a uniformly distributed load is

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The boundaryvalue problem for a clampedclamped beam can be written as

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When a uniformly distributed load is applied, that is, $p(x)=p_{0}$, calculate the approximate beam deflection $\tilde{w}(x)$ using the Galerkin method. Hint: Assume the approximate deflection as $\tilde{w}(x)=c \phi(x)=c x^{2}(1-x)^{2}$.

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Introduction To Finite Element Analysis And Design

ISBN: 9781119078722

2nd Edition

Authors: Nam H. Kim, Bhavani V. Sankar, Ashok V. Kumar

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Question Posted: Mar 16, 2024 12:21 PM

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The boundaryvalue problem for a clampedclamped beam can be written as When a uniformly distributed load is

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d'w d4-P(x)=0, 0x 1 dw dw w(0) = w(1)= (0) = d(1)=0) boundary conditions. dr dx

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Introduction To Finite Element Analysis And Design

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