Recovery Bending Moment for Non Linear Relation Solution

STEP 0: Pre-Calculation Summary
Formula Used
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))
Mrec = -σy*d*(d^2/4-(n*η^2)/(n+2))
This formula uses 5 Variables
Variables Used
Non Linear Recovery Bending Moment - (Measured in Newton Meter) - Non Linear Recovery Bending Moment is the bending moment that remains in a material after unloading, causing residual stresses and deformation.
Yield stress(non-linear) - (Measured in Pascal) - 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.
Depth of Rectangular Beam - (Measured in Meter) - Depth of Rectangular Beam is the vertical distance from the neutral axis to the extreme fibre of a rectangular beam under residual stresses.
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.
Depth of Outermost Shell Yields - (Measured in Meter) - Depth of Outermost Shell Yields is the distance from the surface of a material to the outermost shell where residual stresses are present.
STEP 1: Convert Input(s) to Base Unit
Yield stress(non-linear): 240 Megapascal --> 240000000 Pascal (Check conversion ​here)
Depth of Rectangular Beam: 95 Millimeter --> 0.095 Meter (Check conversion ​here)
Material Constant: 0.25 --> No Conversion Required
Depth of Outermost Shell Yields: 30 Millimeter --> 0.03 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Mrec = -σy*d*(d^2/4-(n*η^2)/(n+2)) --> -240000000*0.095*(0.095^2/4-(0.25*0.03^2)/(0.25+2))
Evaluating ... ...
Mrec = -49162.5
STEP 3: Convert Result to Output's Unit
-49162.5 Newton Meter -->-49162500 Newton Millimeter (Check conversion ​here)
FINAL ANSWER
-49162500 Newton Millimeter <-- Non Linear Recovery Bending Moment
(Calculation completed in 00.020 seconds)

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Residual Stresses for Non Linear Stress Strain Relations Calculators

Residual Stress in Beams for Non Linear Relation when Y Lies between 0 and n
​ LaTeX ​ Go Non Linear Residual Stresses(Y lies between 0&η) = -(Yield stress(non-linear)*(Depth Yielded Between 0 and η/Depth of Outermost Shell Yields)^Material Constant+(Non Linear Recovery Bending Moment*Depth Yielded Plastically)/((Depth of Rectangular Beam*Depth of Rectangular Beam^3)/12))
Elasto Plastic Bending Moment for Non-Linear Relation
​ LaTeX ​ Go Non Linear Elasto Plastic 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))
Recovery Bending Moment for Non Linear Relation
​ LaTeX ​ Go 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))
Recovery Stress in Beams for Non Linear Relation
​ LaTeX ​ Go Recovery Stress in beams for non linear relation = (Non Linear Recovery Bending Moment*Depth Yielded Plastically)/(Polar Moment of Inertia)

Recovery Bending Moment for Non Linear Relation Formula

​LaTeX ​Go
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))
Mrec = -σy*d*(d^2/4-(n*η^2)/(n+2))

What is Recovery Bending Moment for Non Linear Relation?

The Recovery Bending Moment for non linear relation formula is defined as when a beam so bent is applied with a moment of same magnitude in the opposite direction and the opposite moment is called Recovery bending moment. and under non linear conditions it is called Non linear recovery bending moment.

How to Calculate Recovery Bending Moment for Non Linear Relation?

Recovery Bending Moment for Non Linear Relation calculator 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 calculate 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 calculate Recovery Bending Moment for Non Linear Relation using this online calculator? To use this online calculator 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. Here is how the Recovery Bending Moment for Non Linear Relation calculation can be explained with given input values -> -49162500000 = -240000000*0.095*(0.095^2/4-(0.25*0.03^2)/(0.25+2)).

FAQ

What is Recovery Bending Moment for Non Linear Relation?
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 and is represented as Mrec = -σy*d*(d^2/4-(n*η^2)/(n+2)) or 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)). 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, Depth of Rectangular Beam is the vertical distance from the neutral axis to the extreme fibre of a rectangular beam under residual stresses, Material Constant is a measure of the internal stresses that remain within a material after the original cause of the stress has been removed & Depth of Outermost Shell Yields is the distance from the surface of a material to the outermost shell where residual stresses are present.
How to calculate Recovery Bending Moment for Non Linear Relation?
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 is calculated using 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 calculate Recovery Bending Moment for Non Linear Relation, you need Yield stress(non-linear) y), Depth of Rectangular Beam (d), Material Constant (n) & Depth of Outermost Shell Yields (η). With our tool, you need to enter the respective value for Yield stress(non-linear), Depth of Rectangular Beam, Material Constant & Depth of Outermost Shell Yields and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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