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Selection of Materials and Shape
… when choosing among different materials with different shapes and when the design is one in which shape matters…
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Introduction The concept of performance indices extended to include SHAPE. Maximize the performance by choosing the materials and shape in which the materials are available or feasible The best material-shape combination depends on the mode of loading.
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Mode of Loading and Shape
In axial tension, shape not important In bending, I-beam or hollow box are better than solid sections In torsion, circular tube is the best A shape factor () is defined for each mode of loading
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Shape Factor A shape factor is a dimensionless number which characterizes the efficiency of a section shape in a given mode of loading Shape factor does not depend on scale Be is the shape factor for elastic bending; Tf is for failure due to torsion. Two other shape factors Te and Bf are similarly defined. The factors reflect the load bearing capacity of the shaped material compared with a solid cylindrical bar with the same cross-sectional area They all equal to 1 for solid circular section
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Derivation of Shape Factor for Elastic Bending
Displacement for 3-point bending Stiffness, for shaped section and for solid circular section Shape factor
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Derivation of Shape Factor for Bending Strength
Failure load for bending of beam with shaped section Failure load for bending of beam with circular section Ratio of the two strengths: Shape factor
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Other Shape Factors For elastic torsion where K is a modified polar moment of area (J) For torsional strength where Q = J/rm For buckling of column, the Euler load The shape factor is, again, the ratio between the moments of area, i.e. equal to Be
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Performance Indices which include Shape
The procedure is similar to that without consideration of shape, with one extra step to bring in the shape. Shape factor has no effect on the choice of materials for Axial tension loaded components
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Performance Indices which include Shape - Elastic Bending
Aim: Stiff light beam m = Al & Bending stiffness Eliminate A, gives Comparing beams with different sections and materials
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Performance Indices which include Shape - Elastic Twisting
Aim: light stiff shaft m = Al Torsional stiffness Eliminate A gives
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Performance Indices which include Shape - Failure of Beam
Aim: light strong beam Failure load & Replace (I/ym) by Bf Eliminate A gives
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Performance Indices which include Shape - Failure of Shaft
Aim: light strong shaft Failure load Eliminate A gives
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Shaped Materials on Materials Property Charts
By rearranging, The equation means the material, when structured, behaves like a material with modulus E* and density * Introducing shape moves the material along a line of slope 1 on the chart
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Shaped Materials on Materials Property Charts - Elastic Bending
The material move from below the selection criteria line to above The effective performance of the shaped materials is improved
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Shaped Materials on Materials Property Charts - Bending Failure
Similarly, by rearranging The shaped behaves like a material with
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Shaped Materials on Materials Property Charts - Bending Failure
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