buckling of beams – i
TRANSCRIPT
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Buckling of Beams – I
Prof. Tzuyang Yu Structural Engineering Research Group (SERG)
Department of Civil and Environmental Engineering University of Massachusetts Lowell
Lowell, Massachusetts
CIVE.5120 Structural Stability (3-0-3) 03/28/17
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Outline
• Buckling failure of beams
• Uniform and non-uniform torsion of thin-walled open sections
• Analysis of lateral buckling of beams
• Effect of type of cross-section on the critical moment
• Failure modes of beams when subjected to strong axis bending
• Summary
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Beams – I
• Buckling failures of beams: – In-plane bending à Elastic buckling load – Out-of-plane bending and twisting à Elastic lateral torsional buckling load
– Factors affecting the buckling of beams • Cross-section shape à I • Unbraced length (slenderness) à Lateral torsional buckling • Support conditions à End warping restraint torsion • Type and position of the applied load
– Bending vs. Bending + Torsion – Stabilizing and destabilizing effects
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Beams – I
• Lateral torsional buckling of a clamped beam
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Beams – I
• Lateral torsional buckling of a clamped beam
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Beams – I
• Lateral torsional buckling of C beams
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Beams – I
• Buckling of I/H beams
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Beams – I
Buckling of an I-beam member (Source: UC Berkeley)
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Beams – I
Buckling of a box girder (Source: Unknown)
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Beams – I
Torsional buckling of I-beam members (Source: The Steel Construction Institute )
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Beams – I
Torsional buckling of I-beam members (Source: The Steel Construction Institute )
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Beams – I
(Source: Dave Coxon)
Torsional buckling of an I-beam members (Source: The Steel Construction Institute )
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Beams – I
• Uniform and non-uniform torsion of thin-walled open sections – Uniform (pure) torsion, Tsv
– Non-uniform (warping restraint) torsion, Tw
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Beams – I
• Uniform and non-uniform torsion of thin-walled open sections – Total T = Tsv + Tw
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Beams – I
• Analysis of lateral buckling of beams – Assumptions:
• Geometrically perfect • Non-eccentrically loaded • Small deflection theory • Plane remains plane
– Simply-supported rectangular beam under pure bending • Governing equations
– In-plane bending
– Out-of-plane bending
– Torsion
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Beams – I
• Analysis of lateral buckling of beams – Simply-supported rectangular beam under pure, uniform bending
• Characteristic equation of the system
• Boundary conditions
• Solution of the critical moment
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Beams – I
• Analysis of lateral buckling of beams – Simply-supported I-beam under pure, uniform bending
• Governing equations – In-plane bending
– Out-of-plane bending
– Torsion
• Characteristic equation of the system
• B.C.
• Solution of the critical moment
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Beams – I
• Analysis of lateral buckling of beams – Comparison between the solutions of rectangular and I-beam sections
• Possibility of lateral buckling of beams
• Effects of twisting resistance and warping resistance
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Beams – I
• Analysis of lateral buckling of beams – Simply-supported I-beam under pure, non-uniform bending
• Equivalent moment factor
• Approximate solution of the critical moment
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Beams – I
• Effect of type of cross-section on the critical moment
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Beams – I
• Yield moment and plastic moment
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Beams – I
• Failure modes of beams when subjected to strong axis bending – Plastic yielding
• MP < Mcr
– Elastic pure torsion • (Mz)int = GJφ < Mcr
– Elastic lateral torsional buckling • Mcr < (Mz)int • Mcr < MP
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Summary
• The torsional capacity of beams consists of two parts; the twisting resistance and the warping resistance.
• Twisting and out-of-plane deformation are usually coupled when warping occurs.
• Lateral torsional buckling of beams will only occur when the moment of inertia of the weak axis equals the moment of inertia of the strong axis. à It will never occur in circular and square box cross sections.
• Actual failures of beams could be due to plastic yielding, elastic pure torsion, or elastic torsional buckling.