Created by Blair Kerley
almost 7 years ago
|
||
Question | Answer |
Concept | An idea conceived in the mind. |
Spatial | Relating to Space. |
Temporal | Relating to Time. |
Coordinate System | A location and orientation in 3D space. |
Point | A location in time or space definable by a reference time or spatial coordinate system. |
Continuum | A medium assumed to be continuous so that small spatial variations from point to point are ignored. |
Homogeneity | A homogeneous material has identical properties at all points. |
Isotropy | Property of material is same in all directions. |
Anisotropy | Property of material is NOT the same in all directions. |
Infinitesimal element | A vanishingly small volume of material in a continuum generally assumed to be initially rectangular in shape with sides oriented parallel to reference system. |
Coordinate transformation | A change of coordinates often associated with rotation but also reflection. |
Scalar | Quantity possessing magnitude only. |
Vector | Quantity possessing both magnitude and direction. |
Variable | Symbolic representation of a quantity that can vary spatially and/or temporally |
Field | Spatial domain over which certain mathematical functions apply. |
Field variable | Symbolic representation of a quantity existing in a field |
Displacement or deflection | Spatial motion of a point relative to an initial position defined in a coordinate system. |
Translation | Motion along a line. |
Rotation | Circular motion about a line. |
Force | An action having a vector considered acting at a point |
Moment | An action having a vector where force is acting at a distance tends to cause rotation. |
Gradient | Variation of a quantity either in time or space. |
Strain | Deformation of a continuum defined by spatial gradients in displacement. |
Normal Strain | Change in length per unit length at a point in a direction. |
Shear Strain | Change in angle in radians of initially orthogonal lines at a point in a plane. |
Stress | A force per unit area at a point on a plane in a continuum. |
State of stress | Defined by the normal and shear stresses on the faces of an infinitesimal element. |
Hydrostatic Stress | A state of stress at a point where the normal is the same in all directions. |
Dilatation | Change in volume per unit volume. |
Engineering strain | Strain measure in which increments in strain are based on the original dimensions of the structure. |
Engineering stress | Stress measure based on the original cross-sectional area. |
True (logarithmic) strain | Strain measure in which increments in strain are base on current dimensions of the structure. |
True stress | Stress measure based on current cross-sectional area. |
Principal stress | A normal stress acting at a point on a plane where the shear stress is zero. Also, it is an extreme value of normal stress with respect to orientation of the plane at a point. |
Stress concentration | A condition in which the maximum normal stress is much greater than the average normal stress due to geometric discontinuity in the structure or concentration of load. |
Ultimate stress | The maximum stress the material can withstand. |
Plane stress | A condition, usually in thin plate-like structures, in which the out of plane stresses are zero or negligible. |
Plane strain | A condition of strain associated with an orientation of a plane where the out of plane strains are zero. |
Deformation | Motion of material so as to change its position and shape. |
Fracture | The failure of a material due to rupture, where new surfaces are created. |
Ductile | A material characteristic generally associated with metals where they have the capacity to undergo permanent strain well beyond the elastic strain prior to fracture. |
Static | Relating to bodies at rest. |
Dynamic | Relating to force and motion. |
Equilibrium | Condition in which the sum of forces and moments acting on a body equal zero. |
Static equilibrium | Condition in which the sum of static forces and moments acting on a body equal zero. |
Quasi-static | Condition where static behavior is assumed because dynamic effects exist but are negligible or constant. |
Statically determinate | The character of a static structure with simple supports in which the support reactions can be determined by equilibrium conditions alone. |
Indeterminacy | State of being indeterminate or difference between the number of unknown reactions and the number of equilibrium conditions. |
Uniaxial | Acting along a straight line. |
Biaxial | Acting along two lines usually perpendicular to each other. |
Boundary conditions | Conditions of force or displacement specified on the boundaries of a body. |
Elastic | A material behavior where the shape of a body prior to loading is recovered upon removal of all loads. |
Linear elastic | A type of elastic material where the magnitude of the deformations is proportional to the magnitude of the loads. |
Proportional | Linear stimulus-response relationship. |
Inelastic | A material behavior where loading causes permanent deformation. |
Modulus of elasticity | Property of a material measured as the ratio of normal stress to strain in a uniaxial plot |
Poisson's ratio | Property of a material measured as the negative of the ratio of lateral strain to axial strain in a uniaxially loaded member. |
Strength | A limiting capacity of a material; usually a stress magnitude defining a design limit. |
Yield strength | Minimum stress that will induce permanent deformation. |
Ultimate strength | Maximum stress before rupture. |
Column | A structural member, generally with high aspect ratio, subject to loads applied parallel to the long dimension of the member. |
Beam | A structural member, generally with high aspect ratio, subject to loads perpendicular to the long dimension or the member causing the member to bend. |
Transverse loading | Loads that act perpendicular to the long axis of a beam. |
Beam column | A beam that is additionally subject to axial loads. |
Shaft | A beam-like member subject to torsional loading. |
Torsion | Applied moment about the long axis of a beam-like member. |
Work | Force acting through a distance does work. |
Horsepower | A unit of rate of doing work. |
Energy | The capacity to do work. |
Joule | Unit of energy. |
Watt | Unit of rate of doing work. |
Prism | A polyhedron with 2 polygonal faces lying in parallel planes and with the other faces parallelograms. |
Prismatic | Relating to or constituting a prism. |
Oblique | Neither perpendicular or parallel. |
Projected area | Area of the 2D projection of a 3D surface. |
Chord | A straight line connecting two points on a curve. |
Radian | A unit of angular measurement. On a circle, one radian is the angle subtended by an arc equal in length to the radius. |
Solid | A material that can support a static shear stress. |
Fluid | A material, either gas or liquid that cannot support a static shear stress. |
Loading | Any stimulus or combination of stimuli that cause deformation or stress in a structure. |
Superposition | In linear elastic mechanics the sum of a structure's responses to two separate loading's is equal to the response to the combined loading. |
Factor of safety | The ratio of strength to stress assuming strength is defined by a stress limit. |
Want to create your own Flashcards for free with GoConqr? Learn more.