CHARACTERISTICS ATTRIBUTED TO THE METAL'S COMPOSITION
MECHANICALBEHAVIOR
REFLECTS THE RELATIONSHIP BETWEEN ITS RESPONSE OR DEFORMATION TO AN APPLIED FORCE/LOAD.
FORCE
AMOUNT OF PUSHING AND PULLING REQUIRED TO MOVE AN OBJECT
TENSION
TWO PULLING (OPPOSING) FORCES THAT STRETCH AN OBJECT TRYING TO PULL IT APART.
COMPRESSION
TWO PUSHING (OPPOSING) FORCES THAT SQUEEZE AN OBJECT TRYING TO COMPRESS IT.
SHEAR
TWO PUSHING OR PULLING ADJACENT FORCES, ACTING CLOSE TOGETHER BUT NOT DIRECTLY OPPOSING EACH OTHER.
TORSION
CREATED WHEN A MOMENT OR TURNING FORCE IS APPLIED TO A STRUCTURAL MEMBER (OR PIECE OF A MATERIAL) MAKING IT DEFLECT AT AN ANGLE TWIST.
TWISTING/TORSIONAL MOMENT
A MOMENT THAT CAUSES TWISTING
TORSION
PRODUCES SHEAR STRESSES INSIDE THE MATERIAL
STRESS-STRAIN TEST
IF A LOAD IS STATIC OR CHANGES RELATIVELY SLOWLY WITH TIME AND IS APPLIED UNIFORMLY OVER A CROSS SECTION OR SURFACE OF A MEMBER, THE MECHANICAL BEHAVIOR IS KNOWN BY APPLYING THIS.
TENSION TEST
A SPECIMEN IS DEFORMED, USUALLY TO FRACTURE, WITH A GRADUALLY INCREASING TENSILE LOAD THAT IS APPLIED UNIAXIALLY ALONG THE LONG AXIS OF A SPECIMEN.
DOGBONE SPECIMEN CONFIGURATION
CHOSEN SO THAT DURING TESTING, DEFORMATION IS CONFINED TO THE NARROW CENTER REGION (WHICH HAS A UNIFORM CROSS SECTION ALONG ITS LENGTH).
12.8 MM
STANDARD DIAMETER IN TENSION TEST
REDUCED SECTION LENGTH IN TENSION TEST.
60 MM (4X THE DIAMETER)
1 MPA = N/M^2
10^6
1 MPA = PSI
145
WHERE IS COMPRESSIVE STRESS USUALLY SEEN?
X-AXIS
WHAT DOES INSTANTANEOUS MEAN IN MSE? (E.G. INSTANTANEOUS LENGTH)
FINAL
VALUE OF STRAIN IS (BLANK) OF THE UNIT SYSTEM.
INDEPENDENT
COMPRESSIONTEST
USED WHEN A MATERIAL'S BEHAVIOR UNDER LARGE AND PERMANENT STRAIN IS DESIRED, AS IN MANUFACTURING APPLICATIONS, OR WHEN THE MATERIAL IS BRITTLE IN TENSION.
TORSION
VARIATION OF PURE SHEAR WHEREIN A STRUCTURAL MEMBER IS TWISTED
TORSIONAL FORCES
PRODUCE ROTATIONAL MOTION ABOUT THE LONGITUDINAL AXIS OF ONE END OF THE MEMBER RELATIVE TO THE OTHER END.
TORSIONALTEST
PERFORMED ON CYLINDRICAL SOLID SHAFTS/TUBES.
STRESS-STRAINBEHAVIOR
DEGREE TO WHICH A STRUCTURE DEFORMS OR STRAINS DEPENDS ON THE MAGNITUDE OF AN IMPOSED STRESS.
HOOKE'S LAW (O = )
Ee
CONSTANT OF PROPORTIONALITY
Y
ELASTIC DEFORMATION
DEFORMATION WHERE STRESS AND STRAIN IS PROPORTIONAL
ELASTICDEFORMATION
WILL GO BACK TO ITS ORIGINAL FORM AFTER STRESS IS REMOVED
UNTIL WHAT IS THE LIMIT OF ELASTIC DEFORMATION?
0.005
STRESS
MEASURE OF THE INTERNAL RESISTANCE OF A METAL TO THE DEFORMATION UNDER A FORCE
STRAIN
MEASURE OF THE DEFORMATION OR CHANGE IN SHAPE THAT A MATERIAL UNDERGOES IN RESPONSE TO APPLIED STRESS.
STRAIN
DIMENSIONLESS QUANTITY
PLASTIC DEFORMATION
DEFORMATION IS RETAINED OR IT IS IRREVERSIBLE
ELASTICITY
A MATERIAL PROPERTY IN WHICH THE MATERIAL RETURNS TO ITS ORIGINAL SHAPE AFTER STRESS HAS BEEN APPLIED THEN REMOVED
YOUNGS MODULUS
RATION OF STRAIN OVER STRESS
BENDING
DEFORMATION CAUSED BY A COMBINATION OF TENSION AND COMPRESSION FORCESS ACTING ON A STRUCTURE, RESULTING IN CURVATURES OR FLEXURES.
TURNING FORCE CAUSED BY A FORCE ACTING ON AN OBJECT AT SOME DISTANCE FROM A FIXED POINT.
MOMENT
FORCES PRODUCES A MOMENT OR TURNING FORCE THAT TRIES TO ROTATE THE DIVIDING BOARD AROUND A FIXED POINT IN THIS CASE, THE MOMENT BEND THE DIVIDING BOARD
MOMENT OR TURNING FORCES
POISSONS RATIO
MATERIAL PROPERTY THAT CHARACTERIZES HOW A MATERIAL DEFORMS IN RESPONSE TO AN APPLIED UNIAXIAL STRESS.
YIELDING
POINT AT WHICH A MATERIAL UNDERGOES PLASTIC DEFORMATION UNDER STRESS BUT RETURNS AFTER STRESS IS REMOVED