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Curve optimization of tapered cantilever beams under tip loads
Minyi Zhu,
Guobin Gong
*
,
Jun Xia
*
Corresponding author for this work
Department of Civil Engineering
Xi'an Jiaotong-Liverpool University
Research output
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peer-review
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Earth and Planetary Sciences
Approach
16%
Boundary
16%
Cantilever Beam
100%
Deformation
33%
Euler-Bernoulli Beams
100%
Investigation
16%
Isoperimetric Problem
16%
Length
16%
Modulus of Elasticity
16%
Optimization
100%
Poisson Ratio
16%
Ratio
33%
Shape
16%
Tendency
16%
Theorem
16%
Timoshenko Beams
66%
Tip
100%
Variation
16%
Width
33%
Engineering
Beam Width
16%
Bernoulli Beam
100%
Cantilever Beam
100%
Density
16%
Energy Engineering
16%
Linear Function
16%
Load Case
33%
Minimum Mass
33%
Optimization
100%
Point Load
16%
Poisson Ratio
16%
Shear Deformation
33%
Young's Modulus
16%
Zeros
16%
Physics
Boundaries
16%
Deformation
33%
Euler-Bernoulli Beams
100%
Isoperimetric Problem
16%
Modulus of Elasticity
16%
Optimization
100%
Poisson Ratio
16%
Ratio
33%
Shapes
16%
Theorem
16%
Variation
16%
Width
33%