英Jiemin Liu 中. A superposition method for stepped cantilever beams by flexural rigidityJ. MECHANICS IN ENGINEERING, 2011, 33(2): 89-90. DOI: 10.6052/1000-0879-lxysj2009-446
Citation:
英Jiemin Liu 中. A superposition method for stepped cantilever beams by flexural rigidityJ. MECHANICS IN ENGINEERING, 2011, 33(2): 89-90. DOI: 10.6052/1000-0879-lxysj2009-446
英Jiemin Liu 中. A superposition method for stepped cantilever beams by flexural rigidityJ. MECHANICS IN ENGINEERING, 2011, 33(2): 89-90. DOI: 10.6052/1000-0879-lxysj2009-446
Citation:
英Jiemin Liu 中. A superposition method for stepped cantilever beams by flexural rigidityJ. MECHANICS IN ENGINEERING, 2011, 33(2): 89-90. DOI: 10.6052/1000-0879-lxysj2009-446
A superposition method for stepped cantilever beams by flexural rigidity
The end displacements or slopes of stepped cantilever beams can be conveniently obtained by making use of the inverse ratio relationship between flexural rigidity and displacement or slope. It’s a independent superposition method.
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