Topic
Bending moment
About: Bending moment is a research topic. Over the lifetime, 14577 publications have been published within this topic receiving 158834 citations. The topic is also known as: bending moment.
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TL;DR: In this article, the influence of the residual stresses induced by the fillet rolling process on the fatigue process of a ductile cast iron crankshaft section under bending is investigated.
112 citations
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TL;DR: In this article, a new analytical method is proposed that uses a Timoshenko beam to simulate jointed shield tunnel responses when subjected to an adjacent excavation, which can consider both the bending and shearing effects of a shield tunnel.
112 citations
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TL;DR: In this paper, the steady state response of a uniform beam placed on an elastic foundation and subjected to a concentrated load moving with a constant speed was investigated and the mathematical form of the solution is justified by Fourier transform.
111 citations
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TL;DR: In this paper, a simple approach, incorporating the normal anisotropic value R and the strain hardening exponent n, is developed to estimate springback, bendability and the maximum bending moment in pure bending.
111 citations
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05 Jan 1988
TL;DR: In this article, the authors derived estimates of the resolvent operator on the imaginary axis and applied Huang's theorem to establish an exponential decay result for an Euler-Bernoulli beam with rate control of the bending moment only.
Abstract: : Many problems in structural dynamics involve stabilizing the elastic energy of partial differential equations such as the Euler-Bernoulli beam equation by boundary conditions. Exponential stability is a very desirable property such elastic systems. The energy multiplier method has been successfully applied by several people to establish exponential stability for various PDEs and boundary conditions. However, it has also been found that for certain boundary conditions the energy multiplier method is not effective in proving the exponential stability property. A recent theorem of F. L. Huang introduces a frequency domain method to study such exponential decay problems. In this paper, we derive estimates of the resolvent operator on the imaginary axis and apply Huang's theorem to establish an exponential decay result for an Euler-Bernoulli beam with rate control of the bending moment only. We also derive asymptotic limits of eigenfrequencies, which was also done earlier by P. Rideau. Finally, we indicate the realizability of these boundary feedback stabilization schemes by illustrating some mechanical designs of passive damping devices.
111 citations