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Lecture 41 – Failure theories Instructor: Prof. Marcial Gonzalez Spring, 2020 ME 323 – Mechanics of Materials Reading assignment: 12.3 Last modified: 1/17/20 12:55:52 PM

Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Page 1: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

Lecture 41 – Failure theories

Instructor: Prof. Marcial Gonzalez

Spring, 2020ME 323 – Mechanics of Materials

Reading assignment: 12.3

Last modified: 1/17/20 12:55:52 PM

Page 2: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Failure theories

Material properties from stress-strain diagrams (Lecture 3)- Tensile uniaxial test – two distinct failure mechanisms

- What is the criterion if the solid is under combined loads and the state of stress is triaxial?

Brittle vs. ductile materials

Brittle Ductile(yielding before fracture)

Page 3: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Failure theories – Ductile materials

Failure criteria for ductile materials- Maximum-shear-stress theory

equivalentto

failure criterion (where is measured)

Page 4: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Failure theories – Ductile materials

Failure criteria for ductile materials- Maximum-shear-stress theory

For plane stress, using in this analysis!)---

What are the conditionsfor each quadrant?

failure criterion (where is measured)

The failure envelope is a hexagon.+ inside: no failure+ outside: failure

Page 5: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Failure theories – Ductile materials

Failure criteria for ductile materials- Maximum-distortion-energy theory

Total elastic energy = Change of volume + DistortionDistortion energy:

Distortion energy at yielding point:

Misses equivalent stress

Failure criterion (for a triaxial state of stress)

Page 6: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Failure theories – Ductile materials

Failure criteria for ductile materials- Maximum-distortion-energy theory

For plane stress, using in this analysis!)

Failure criterion (for a triaxial state of stress)

failure criterion

The failure envelope is an ellipsoid.+ inside: no failure+ outside: failure

Page 7: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

Problem 82 (from last class):

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Failure theories

Determine the principal stresses and the maximum shear stress at point A (i.e., the point on top of the wrench handle). The diameter of the circular crosssection is 12.5 mm. The material is ductile.The yield stress is 300 MPa.

MaximumDistortionEnergytheory

MaximumshearStresstheory

Page 8: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Failure theories – Brittle materials

Failure criteria for brittle materials- Maximum-normal-stress theory

For plane stress, using in this analysis!)

failure criterion

Notice that this theory assumes that failure undertension and compression occur under the sameultimate stress (not true for most materials).

Page 9: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

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Failure theories – Brittle materials

Failure criteria for brittle materials- Mohr’s failure criterion (it incorporates )

failure criterion

Page 10: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

Problem 83:

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Failure theories

Determine the principal stresses and the maximum shear stress at point A (i.e., the point on top of the wrench handle). The diameter of the circular crosssection is 12.5 mm. The material is brittle.The ultimate tensile stress is 300 MPa.

Page 11: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

Problem 84:

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Failure theories

Determine the principal stresses and the maximum shear stress at point A (i.e., the point on top of the wrench handle). The diameter of the circular crosssection is 12.5 mm. The material is brittle.The ultimate tensile stress is 300 MPa and the ultimate compressive stress is 500 MPa.

Page 12: Lecture 41 –Failure theoriesweb.ics.purdue.edu/~gonza226/ME323/Lecture-41.pdfMaterial properties from stress-strain diagrams (Lecture 3)-Tensile uniaxial test –two distinct failure

Any questions?

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Failure theories