Stress and Strain Lecture Notes Flashcards

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Flashcards covering key concepts and definitions from the Stress and Strain lecture notes.

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31 Terms

1
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What is normal stress?

The force intensity on a section cut perpendicular to the member axis of an axially loaded member.

2
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Define stress (σ).

The internal resistance force per unit area acting on a material or intensity of the forces distributed over a given section.

3
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What is the formula for stress?

σ = P/A, where P is the force in Newton and A is the original area in square meters.

4
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Define Tensile Stress (σt).

Stress is tensile when σ > 0, causing the component to elongate due to the external force.

5
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Define Compressive Stress (σc).

Stress is compressive when σ < 0, causing the component to shorten due to the external force.

6
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Define Shear Stress (τ).

The stresses developed in a plane parallel to the applied force, acting parallel to the plane of interest.

7
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What is the formula for average shear stress (τ)?

τ = P/Area, where P is the applied force and Area is the area of the plane parallel to the force.

8
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Define Strain (ε).

The displacement per unit length (dimensionless).

9
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Define Tensile Strain (εt).

The elongation per unit length. εt = ∆L/Lo

10
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Define Compressive Strain (εc).

The reduction of length per unit length when the applied force is compressive. εc = (-∆L)/Lo

11
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Define Shear Strain (γ).

The lateral displacement of the upper face of an element relative to the lower face divided by the distance between these faces. γ = δ/L

12
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Define True Stress.

The ratio of the load to the cross-section area at any instant.

13
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What is the relationship between true strain (εT) and engineering strain (ε)?

εT = ln(1 + ε)

14
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What is Hooke's Law?

Stress is directly proportional to strain (σ = Eε and τ = Gγ).

15
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Define Modulus of Elasticity (E).

The coefficient representing a material's resistance to elastic strain.

16
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Define Shear Modulus of Elasticity (G).

The coefficient representing a material's resistance to shear strain.

17
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Define Volumetric Strain (εv).

The change in volume divided by the original volume: εv = ∆V/V0

18
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What is Dilation?

Area or volume changes due to the hydrostatic component of total stress.

19
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Define Bulk Modulus (K).

A measure of a substance's resistance to compression. K = Δp / (ΔV/V)

20
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What is the relationship between E, G, K, and μ for a linearly elastic, isotropic, and homogeneous material?

E = 2G(1+μ) = 3K(1-2μ) = 9KG / (3K+G)

21
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Define Poisson's Ratio (μ).

The ratio of transverse strain to longitudinal strain (μ = -εy / εx)

22
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What is the impact of Self Weight on a body?

Elongation of a uniform rod of length L due to its own weight W: δ = WL / 2AE

23
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Define Thermal Stress.

Stress induced in a material due to temperature changes when expansion or contraction is restrained. (σt = αE(ΔT))

24
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Define Creep.

Slow, permanent deformation of a material under constant load over a long period, especially at elevated temperatures.

25
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Describe the three stages of a typical Creep curve.

Primary creep (decreasing creep rate), secondary creep (constant creep rate), and tertiary creep (rapidly increasing creep rate leading to rupture).

26
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What is Yield Strength?

The stress required to produce a small specific amount of deformation (offset yield strength).

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What is Tensile Strength or Ultimate Tensile Strength (UTS)?

The maximum load divided by the original cross-sectional area of the specimen.

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Define Elasticity.

The property of a material to regain its original shape after deformation when external forces are removed.

29
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Define Plasticity.

The state where deformation will not be fully removed. Under plastic conditions materials ideally deform without any increase in stress.

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Define Strain Hardening.

Reloading from point C will follow the previous unloading path. The material will follow the same path as that of a virgin material and fails on reaching the ultimate strength which remains unaltered due to the intermediate loading and unloading process.

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What is Resilience (Strain Energy)?

The energy stored within a material when work has been done on the material, assuming the material remains elastic.