Terms (Simple Strain) Flashcards

(22 cards)

1
Q

Unit load or stress was plotted against unit elongation

A

Strain

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2
Q

Under these certain conditions, the strain may be assumed constant and its value computed

A
  1. The specimen must be of constant cross-section
  2. The material must be homogeneous.
  3. The load must be axial, that is, produce uniform stress.
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3
Q

Represents a change in length divided by the original length, it is a dimensionless quantity

A

Strain

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4
Q

Stress is —— to strain

A

Proportional

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5
Q

From the origin O to the point called —— limit. The stress strain curve is a straight line within this limit. The stress is directly proportional to strain.

A

Proportional limit

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6
Q

It’s called the modulus of elasticity (E) or Youngs modulus and is equal to the slope of the stress strain diagram.

A

Constant of proportionality (k)

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7
Q

The limit beyond which the material will no longer go back to its original shape when the load is removed

A

Elastic limit

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8
Q

The maximum stress that may be developed such that there is no permanent or residual deformation when the load is entirely removed

A

Elastic limit

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9
Q

Norwegian stress strain diagram from O to P it’s called

A

Elastic range

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10
Q

The region from P to R it’s called

A

Plastic range

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11
Q

Is the point at which the material will have an appreciable elongation or yielding without any increase in load

A

Yield point

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12
Q

The maximum ordinate in the stress strain diagram is

A

Ultimate strength or tensile strength

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13
Q

Is the strength of the material at rupture. This is also known as the breaking strength.

A

Rupture strength

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14
Q

Is the work done on a unit volume of material as the force is gradually increased from O to P

A

Modulus of resilience

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15
Q

Is the work done on a unit volume of material as the force is gradually increased from O to R

A

Modulus of toughness

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16
Q

Is defined as the actual stress of a material under a given loading

A

Working stress

17
Q

The maximum safe stress that a material can carry

A

Allowable stress

18
Q

Is the ratio of the study force acting on an elastic body to the resulting displacement it has the unit of N/MM

A

Stiffness. (k)

19
Q

The stress of failure

A

Rupture strength

20
Q

Is defined as the angular change between two perpendicular faces of a different element

A

Shearing strain

21
Q

If the number of reactions exerted upon a beam exceeds the number of equations in static equilibrium, the beam is said to be

A

Statically indeterminate

22
Q

If temperature deformation is permitted to occur freely. No load or stress will be induced in the structure in some cases for temperature deformation is not permitted an internal stress is created that is called

A

Thermal stress