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1.033/1.57 Mechanics of Material Systems (Mechanics and Durability of Solids I) Franz-Josef Ulm Lecture: MWF1 // Recitation: F3:00-4:30 1.033/1.57 Mechanics.

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Presentation on theme: "1.033/1.57 Mechanics of Material Systems (Mechanics and Durability of Solids I) Franz-Josef Ulm Lecture: MWF1 // Recitation: F3:00-4:30 1.033/1.57 Mechanics."— Presentation transcript:

1 1.033/1.57 Mechanics of Material Systems (Mechanics and Durability of Solids I) Franz-Josef Ulm Lecture: MWF1 // Recitation: F3:00-4:30 1.033/1.57 Mechanics of Material Systems

2 Part II: Momentum Balance, Stresses and Stress States 4. Stress States / Failure Criteria 1.033/1.57 Mechanics of Material Systems

3 Content 1.033/1.57 Part I. Deformation and Strain 1 Description of Finite Deformation 2 Infinitesimal Deformation Part II. Momentum Balance and Stresses 3 Momentum Balance 4 Stress States / Failure Criterion Part III. Elasticity and Elasticity Bounds 5 Thermoelasticity, 6 Variational Methods Part IV. Plasticity and Yield Design 7 1D-Plasticity – An Energy Approac 8 Plasticity Models 9 Limit Analysis and Yield Design 1.033/1.57 Mechanics of Material Systems

4 Stress Vector and Stress Components Stress components on a material surface oriented by unit normal n Stress components on a material surface oriented in the principal stress direction n = u I 1.033/1.57 Mechanics of Material Systems

5 Stress Vector in the Principal Stress Space (Illustration of Stress Invariants) = Orientation of hydrostatic axis T( − u 3 ) 1.033/1.57 Mechanics of Material Systems

6 Stress Vector in the Mohr Plane 1.033/1.57 Mechanics of Material Systems

7 Mohr Circles and The Mohr Circle The Mohr Circle 1.033/1.57 Mechanics of Material Systems

8 Selected Stress States: Hydrostatic Pressure σ = −p1 Material Plane Mohr Stress Plane 1.033/1.57 Mechanics of Material Systems

9 Selected Stress States: Uniaxial Tension σ = σ I e z ⊗ e z Material Plane Mohr Stress Plane 1.033/1.57 Mechanics of Material Systems

10 Selected Stress States: Pure Shear σ = τ (e x ⊗ e y +e y ⊗ e x ) Material Plane Mohr Stress Plane 1.033/1.57 Mechanics of Material Systems

11 Selected Stress States: Plane Stress T(n=e z ) = σ ⋅ e z = 0 Material Plane Mohr Stress Plane 1.033/1.57 Mechanics of Material Systems

12 Tension Cut-Off Direct Tension Shear 1.033/1.57 Mechanics of Material Systems − τ max

13 Tresca Criterion

14 Tresca Criterion: Application 1.033/1.57 Mechanics of Material Systems

15 Mohr- Coulomb 1.033/1.57 Mechanics of Material Systems

16 Mohr- Coulomb Direct Tension Shear Uniaxial Compression 1.033/1.57 Mechanics of Material Systems

17 Training Set: Excavation Set 1.033/1.57 Mechanics of Material Systems

18 Max. Excavation Depth of Tresca Material 1.033/1.57 Mechanics of Material Systems

19 Homework Set #2 Part I: Triaxial Test Part II: Circular Foundation


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