Mechanics of Solids
|
|
Definition:
It is the combination of physical, mathematical,
and computer laws and techniques to predict the behavior of solid materials
that are subjected to mechanical or thermal loadings. It is the branch of
mechanics that deals with the behavior of solid matter under external
actions. The external actions may be:
Applications of Solid Mechanics
This field has a wide range of applications, laws
and concepts of solid mechanics are used:
|
|
Some Important Definitions in Solid Mechanics
Stress
When an external force is applied on a body, it
undergoes deformation which is resisted by the body. The magnitude of the
resisting force is numerically equal to the applied force. This internal
resisting force per unit area of the body is known as stress.
Strain
When a body is subjected to an external force,
there is some change of dimension in the body. Numerically the strain is
equal to the ratio of change in length to the original length of the body.
Primary Strain/Longitudinal Strain/Direct Strain
It is the ratio of the
change in longitudinal length (dimension parallel to the direction of applied
force) to the original longitudinal length.
Longitudinal Strain
= δL / L
Secondary Strain/Lateral Strain/indirect Strain
It is the ratio of the change in lateral
dimension (dimension not parallel to the direction of applied force) to the
original lateral dimension.
Lateral Strain
= δW / W
Shear Stress(τ) and Shear Strain(G)
The two equal and opposite forces act
tangentially on any cross sectional plane of the body tending to slide one
part of the body over the other part. The stress induced is called shear
stress and the corresponding strain is known as shear strain.
Hooke’s law
This law states that when a material is loaded,
within its elastic limit, the stress is directly proportional to the strain.
Stress α Strain
σ α ε
σ = Eε
E = σ/ε
Its unit is same as that of Stress Where, – E is
Young’s modulus – σ is Stress – ε is Strain
Poisson Ratio
It is the ratio of
the lateral strain to the longitudinal strain and is constant property of
each material. Poisson’ ratio (μ or 1/m) = Lateral strain /Longitudinal
strain
Young’s Modulus:
It is the ratio of the normal stress to the
normal strain.
E = σ/ε
Rigidity Modulus:
Its is the ratio of the shear stress to the shear
strain.
N = Shear
stress/Shear strain
N = τ/G
Elastic Limit:
The maximum stress that can be applied to a metal
without producing permanent deformation is known as Elastic Limit – When
stress is applied on a body its dimensions change, these changes can be
reversed if the stress applied do not cross a certain limit. – This certain
limit within which the material when unloaded will re-gain its original
dimensions is known as Elastic Limit. – Beyond the elastic limit the changes
will be permanent and cannot be reversed without an external force. Brittle
materials tend to break at or shortly past their elastic limit, while ductile
materials deform at stress levels beyond their elastic limit.
Stress-Strain Relation
Yield Point or Yield Stress
It is the lowest stress in a material at which the
material begins to exhibit plastic properties. Beyond this point an increase
in strain occurs without an increase in stress which is called Yielding.
Ultimate Strength
It is the maximum stress that a material can
withstand while being stretched or pulled before necking.
Strain Hardening
It is the strengthening of a metal by plastic
deformation because of dislocation (irregular) movements within the crystal
structure of the material. Any material with a reasonably high melting point
such as metals and alloys can be strengthened by this method.
Strain Energy:
Whenever a body is strained, some amount of
energy is absorbed in the body. The energy that is absorbed in the body due
to straining effect is known as strain energy.
Resilience:
The total strain energy stored in the body is
generally known as resilience.
Proof Resilience:
The maximum strain energy that can be stored in a
material within elastic limit is known as proof resilience.
Modulus of Resilience
|
Wednesday, 21 January 2015
Basic civil engineering - Part 18
Subscribe to:
Post Comments (Atom)
No comments:
Post a Comment