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Homework answers / question archive / The is a preliminary materials selection for the “down tube” of a bicycle frame based on bending strength and torsional stiffness
The is a preliminary materials selection for the “down tube” of a bicycle frame based on bending strength and torsional stiffness. Determine the Merit Indices for the following cases:
Constraints for all cases: Cross-section shape, length of the downtube
Free Variable: Cross-section area
Merit Index #1a: Strength-limited bending, circular tube cross-section
Merit Index #1b: Strength-limited bending, elliptical tube cross-section
Merit Index #2a: Stiffness-limited torsion, circular tube cross-section
Merit Index #2b: Stiffness-limited torsion, elliptical tube cross-section
Merit Index #3: Weighted combination of 60% bend strength and 40% torsional stiffness for minimum mass
Merit Index #4a: Strength-limited bending, circular tube cross-section
Merit Index #4b: Strength-limited bending, elliptical tube cross-section
Merit Index #5a: Stiffness-limited torsion, circular tube cross-section
Merit Index #5b: Stiffness-limited torsion, elliptical tube cross-section
Merit Index #6: Weighted combination of 60% bend strength and 40%
torsional stiffness for minimum cost
Note that each of the merit indices must include a shape factor because we want to directly compare materials being used as circular tubes and elliptical tubes. Therefore, the indices above ending in “a” should include the circular tube shape factor raised to the appropriate exponent when combined with the material shape factor. Likewise, the “b” indices should include the shape factor for an elliptical tube cross-section.
Ashby, “Materials Selection in Mechanical Design”, 3™ edition, 2005
Structures in Bending:
Strength Limited: oh =6 aa
Suffness Limited: PR = 12 ma
Structures in Torsion:
Strength Limited: ol. = 48 =
A
Suffness Limited: Or = 7.14=
A
Columns in Compression:
Elastic Buckling: Qs = 12
where:
A = Area, units = [L’]
I = Second Moment of Area (aka Area Moment of Inertia), units = [L*]
Tax = Maximum of I,, and I,
Tain = Minimum of I,, and I,,
Z = Section Modulus = I/y,,4,, units = [L?]
K = Torsional Moment of Area, units = [L*]
(= J, polar moment of area, for circular sections)
Q = Torsional Section Modulus ( = J/tuq, for circular sections), units = [L*]