engr 220 section 4.7

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ENGR 220 Section 4.7

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ENGR 220 Section 4.7. When loading is applied at a point on a body, it tends to create a stress distribution that becomes more uniform at regions removed from the point of application. Saint-Venant’s Principle. Stiffeners are welded to corners to mitigate stress concentrations. - PowerPoint PPT Presentation

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Page 1: ENGR 220 Section 4.7

ENGR 220Section 4.7

Page 2: ENGR 220 Section 4.7

Saint-Venant’s Principle

• When loading is applied at a point on a body, it tends to create a stress distribution that becomes more uniform at regions removed from the point of application.

Page 3: ENGR 220 Section 4.7
Page 4: ENGR 220 Section 4.7
Page 5: ENGR 220 Section 4.7
Page 6: ENGR 220 Section 4.7

Stiffeners are welded to corners to mitigate stress concentrations.

Page 7: ENGR 220 Section 4.7

Stress Concentration Factor, K

avg

max

K

area. sectional-crosssmallest theis where,avg AA

P

Page 8: ENGR 220 Section 4.7

Stress Concentration Factor

Page 9: ENGR 220 Section 4.7

Stress Concentration Factor

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Important Points

• Stress concentrations occur at sections where the cross-sectional area suddenly changes. The more severe the change the larger the stress concentration

Page 12: ENGR 220 Section 4.7

Important Points

• For design or analysis it is only necessary to determine the maximum stress acting on the smallest cross sectional area.

Page 13: ENGR 220 Section 4.7

Important Points

• Normally the stress concentration in a ductile material that is subjected to static loading will not have to be considered in a design. If the material is brittle or subjected to fatigue loadings, then stress concentrations become important.

Page 15: ENGR 220 Section 4.7

THE ROLE OF STRESS CONCENTRATION INSLAB AVALANCHE RELEASE

By R. A. SOMMERFELD

U.S. Forest Service, Rocky Mountain Forest and Range Experiment Station, Fort Collins, Colorado 80521, U.S.A. ~1967

ABSTRACT

Slab avalanches are shown to be released by brittle fracture. An analogy is drawn in which the snow- pack is considered to be a macroscopic, molecular model of glass. The analogy is examined qualitatively from two viewpoints: the Griffith fracture criterion, and stress concentration theory. The details of fracture propagation in a layered snow-pack are explained by means of stress concentration theory, and many details of slab avalanches are shown to be consistent with the proposed mechanism. The significance of various fracture surface markings is pointed out.

Page 16: ENGR 220 Section 4.7

Lecture Example: Determine the maximum normal stress developed in the bar when it is subjected to a tension of P=2 kip.