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This is an indication of a section's capacity beyond the yield strength of material. The shape factor for a rectangular section is 1.5. [1] The table below shows formulas for the plastic section modulus for various shapes.
In structural engineering, the plastic moment (M p) is a property of a structural section. It is defined as the moment at which the entire cross section has reached its yield stress . This is theoretically the maximum bending moment that the section can resist – when this point is reached a plastic hinge is formed and any load beyond this ...
= [4] for four-point bending test where the loading span is 1/3 of the support span (rectangular cross section) = [5] for three-point bending test (rectangular cross section) in these formulas the following parameters are used:
Flexural modulus measurement For a 3-point test of a rectangular beam behaving as an isotropic linear material, where w and h are the width and height of the beam, I is the second moment of area of the beam's cross-section, L is the distance between the two outer supports, and d is the deflection due to the load F applied at the middle of the ...
The parallel axis theorem can be used to determine the second moment of area of a rigid body about any axis, given the body's second moment of area about a parallel axis through the body's centroid, the area of the cross section, and the perpendicular distance (d) between the axes. ′ = +
The Young's modulus of the test beams can be found using the bending IET formula for test beams with a rectangular cross section. The ratio Width/Length of the test plate must be cut according to the following formula: This ratio yields a so-called "Poisson plate".
Where the modulus M is the ratio of the casting's volume to its surface area: M = V A {\displaystyle M={\frac {V}{A}}} The mold constant B depends on the properties of the metal, such as density, heat capacity , heat of fusion and superheat, and the mold, such as initial temperature, density, thermal conductivity , heat capacity and wall thickness.
The section modulus combines all the important geometric information about a beam's section into one quantity. For the case where a beam is doubly symmetric, c 1 = c 2 {\displaystyle c_{1}=c_{2}} and we have one section modulus S = I / c {\displaystyle S=I/c} .