Redistributing Shear Stresses from Null Elements
SHAPE-THIN allows you to calculate section properties and stresses of any cross‑sections. If a flange or a web is weakened by bolt holes, you can consider this by using null elements. The stresses are subsequently recalculated with the reduced cross‑section values. In this case, it is necessary to pay special attention to shear stresses. By default, these are set to zero in the area of the null elements. When recalculating shear stresses with the reduced cross‑section values and without further adaptation, it turns out that the integral of the shear stresses is no longer equal to the applied shear force. The following example shows in detail how to calculate the shear stress.
An element has the length l of 200 mm and the thickness t of 8 mm. The shear force is set to 120 kN. This results in the following distributions of the static moment, shear force, and shear stress. The resulting second moment of area is Iy = 533 cm4.
In this case, the shear force is the shear stress multiplied by the length and the thickness of the respective element. The integral is calculated as follows:
where z is the value of the z-coordinate.
By adding three forces resulting from the division of the elements, you obtain the shear force of 120 kN.
In the next step, the middle element with the length of 20 mm is converted into a null element. This corresponds to the hole mentioned above. The resulting second moment of area results in Iy = 469 cm4. The shear stresses of the null element are now to be distributed to the other elements. For this, a correction factor k is determined, which describes the ratio of the shear force to the effective shear force components.
Then, the shear force is multiplied by this factor:
Q = 120 ∙ 1.11 = 133.2 kN
Using this modified shear force, the shear stresses on the weakened cross-section are now calculated. The following diagrams result for the first moment of area, the shear force, and the shear stress.
By adding the shear forces, the effective shear force of 120 kN is obtained again. The null element components were completely redistributed.
Dipl.-Ing. (FH) Lukas Sühnel
Product Engineering & Customer Support
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In RFEM and RSTAB, it is possible to analyze members with a variable cross-section, which can also consist of freely defined SHAPE‑THIN cross-sections. For the determination of internal forces and deformations, the cross-section properties are interpolated.
SHAPE-THIN determines the effective cross-sections according to EN 1993-1-3 and EN 1993-1-5 for cold-formed sections. You can optionally check the geometric conditions for the applicability of the standard specified in EN 1993‑1‑3, Section 5.2.
The effects of local plate buckling are considered according to the method of reduced widths and the possible buckling of stiffeners (instability) is considered for stiffened sections according to EN 1993-1-3, Section 5.5.
As an option, you can perform an iterative calculation to optimize the effective cross-section.
You can display the effective cross-sections graphically.
Read more about designing cold-formed sections with SHAPE-THIN and RF-/STEEL Cold-Formed Sections in this technical article: Design of a Thin-Walled, Cold-Formed C-Section According to EN 1993-1-3.
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