Recovery Bending Moment for Non Linear Relation Formula

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Non Linear Recovery Bending Moment is the bending moment that remains in a material after unloading, causing residual stresses and deformation. Check FAQs
Mrec=-σyd(d24-nη2n+2)
Mrec - Non Linear Recovery Bending Moment?σy - Yield stress(non-linear)?d - Depth of Rectangular Beam?n - Material Constant?η - Depth of Outermost Shell Yields?

Recovery Bending Moment for Non Linear Relation Example

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Here is how the Recovery Bending Moment for Non Linear Relation equation looks like with Values.

Here is how the Recovery Bending Moment for Non Linear Relation equation looks like with Units.

Here is how the Recovery Bending Moment for Non Linear Relation equation looks like.

-49162500Edit=-240Edit95Edit(95Edit24-0.25Edit30Edit20.25Edit+2)
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Recovery Bending Moment for Non Linear Relation Solution

Follow our step by step solution on how to calculate Recovery Bending Moment for Non Linear Relation?

FIRST Step Consider the formula
Mrec=-σyd(d24-nη2n+2)
Next Step Substitute values of Variables
Mrec=-240MPa95mm(95mm24-0.2530mm20.25+2)
Next Step Convert Units
Mrec=-2.4E+8Pa0.095m(0.095m24-0.250.03m20.25+2)
Next Step Prepare to Evaluate
Mrec=-2.4E+80.095(0.09524-0.250.0320.25+2)
Next Step Evaluate
Mrec=-49162.5N*m
LAST Step Convert to Output's Unit
Mrec=-49162500N*mm

Recovery Bending Moment for Non Linear Relation Formula Elements

Variables
Non Linear Recovery Bending Moment
Non Linear Recovery Bending Moment is the bending moment that remains in a material after unloading, causing residual stresses and deformation.
Symbol: Mrec
Measurement: Moment of ForceUnit: N*mm
Note: Value can be positive or negative.
Yield stress(non-linear)
The yield stress(non-linear) is a material property and is the stress corresponding to the yield point at which the material begins to deform plastically.
Symbol: σy
Measurement: StressUnit: MPa
Note: Value can be positive or negative.
Depth of Rectangular Beam
Depth of Rectangular Beam is the vertical distance from the neutral axis to the extreme fibre of a rectangular beam under residual stresses.
Symbol: d
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Material Constant
Material Constant is a measure of the internal stresses that remain within a material after the original cause of the stress has been removed.
Symbol: n
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Depth of Outermost Shell Yields
Depth of Outermost Shell Yields is the distance from the surface of a material to the outermost shell where residual stresses are present.
Symbol: η
Measurement: LengthUnit: mm
Note: Value should be greater than 0.

Other formulas in Residual Stresses for Non Linear Stress Strain Relations category

​Go Elasto Plastic Bending Moment for Non-Linear Relation
MEP=σyd(d24-nη2n+2)
​Go Recovery Stress in Beams for Non Linear Relation
σrc=MrecyJ
​Go Residual Stress in Beams for Non Linear Relation when Y Lies between 0 and n
σnon_linear=-(σy(ydη)n+Mrecydd312)
​Go Residual Stress in Beams for Non Linear Relation when Whole Depth of Beam Yields
σbeam=-(σy+Mrecydd312)

How to Evaluate Recovery Bending Moment for Non Linear Relation?

Recovery Bending Moment for Non Linear Relation evaluator uses Non Linear Recovery Bending Moment = -Yield stress(non-linear)*Depth of Rectangular Beam*(Depth of Rectangular Beam^2/4-(Material Constant*Depth of Outermost Shell Yields^2)/(Material Constant+2)) to evaluate the Non Linear Recovery Bending Moment, Recovery Bending Moment for Non Linear Relation formula is defined as a measure of the bending moment required to recover the residual stresses in a material, which is essential in understanding the material's behavior under different loads and stresses, particularly in the context of residual stresses. Non Linear Recovery Bending Moment is denoted by Mrec symbol.

How to evaluate Recovery Bending Moment for Non Linear Relation using this online evaluator? To use this online evaluator for Recovery Bending Moment for Non Linear Relation, enter Yield stress(non-linear) y), Depth of Rectangular Beam (d), Material Constant (n) & Depth of Outermost Shell Yields (η) and hit the calculate button.

FAQs on Recovery Bending Moment for Non Linear Relation

What is the formula to find Recovery Bending Moment for Non Linear Relation?
The formula of Recovery Bending Moment for Non Linear Relation is expressed as Non Linear Recovery Bending Moment = -Yield stress(non-linear)*Depth of Rectangular Beam*(Depth of Rectangular Beam^2/4-(Material Constant*Depth of Outermost Shell Yields^2)/(Material Constant+2)). Here is an example- -49162500000 = -240000000*0.095*(0.095^2/4-(0.25*0.03^2)/(0.25+2)).
How to calculate Recovery Bending Moment for Non Linear Relation?
With Yield stress(non-linear) y), Depth of Rectangular Beam (d), Material Constant (n) & Depth of Outermost Shell Yields (η) we can find Recovery Bending Moment for Non Linear Relation using the formula - Non Linear Recovery Bending Moment = -Yield stress(non-linear)*Depth of Rectangular Beam*(Depth of Rectangular Beam^2/4-(Material Constant*Depth of Outermost Shell Yields^2)/(Material Constant+2)).
Can the Recovery Bending Moment for Non Linear Relation be negative?
Yes, the Recovery Bending Moment for Non Linear Relation, measured in Moment of Force can be negative.
Which unit is used to measure Recovery Bending Moment for Non Linear Relation?
Recovery Bending Moment for Non Linear Relation is usually measured using the Newton Millimeter[N*mm] for Moment of Force. Newton Meter[N*mm], Kilonewton Meter[N*mm], Millinewton Meter[N*mm] are the few other units in which Recovery Bending Moment for Non Linear Relation can be measured.
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