7064x
001450
2017-06-12

Loads on Silo Hopper According to EN 1991-4

The previous article described the actions on silos according to DIN EN 1991-4. On an example of a free standing cylindrical silo for cement with a conical hopper, filling loads of the silo hopper were calculated.

Layout and dimensions

The structural system is shown in Image 01.

Governing characteristic values for different load applications

The applicable extreme values ​​of particulate solids for the maximum hopper pressures in the full condition are included in the following table.

Physical properties

The loads on the walls of silo hoppers should be determined according to EN 1991‑4 [1], 6.1.1(2) with regard to the steepness of the hopper walls in compliance with the following classes:

  • A flat bottom shall have an inclination to the horizontal α less than 5°.
  • A shallow hopper shall be any hopper not classified as either flat or steep.
  • A steep hopper shall be any hopper that satisfies the following criterion:
  • The hopper is classified as a shallow hopper.

    Filling loads

    Janssen characteristic depth zo


    Vertical distance ho
    For a symmetrically filled circular silo, the vertical distance ho between the equivalent surface of the solid and the highest solid‑wall contact is calculated as follows:


    Parameter n


    Coordinate z
    z = hc = 8.00 m 6.1.2(2)

    Vertical pressure pvf


    Bottom load magnifier Cb
    Cb = 1.0 (6.3)
    The bottom load magnifying factor Cb applies to silos of Action Assessment Class 2 under the condition that the stored solids do not tend to dynamic behavior.

    Mean vertical pressure at the hopper transition
    pvtf = Cb · pvf (6.2)
    pvtf = 1.0 · 69.27 = 69.27 kN/m2

    Mobilized friction
    In a shallow hopper, the waIl friction is not fully mobilized. The mobilized or effective wall friction coefficient should be determined as:


    Parameter n
    n = S · (1 - b) · μheff · cot β (6.28)
    S = 2 (6.9)
    n = 2 · (1 - 0.2) · 0.33 · cot 39.8° = 0.634

    Parameter Ff


    Parameter n
    n = S · (Ff · μheff · cot β + F) - 2 (6.8)
    n = 2 · (0.943 · 0.33 · cot 39.8° + 0.943) - 2 = 0.634

    Loads perpendicular to hopper walls
    pnf(x) = Ff · pv(x) (6.29)


    pnf(0.00) = 0.00 kN/m²
    pnf(1.00) = 52.97 kN/m²
    pnf(2.00) = 63.72 kN/m²
    pnf(3.00) = 65.33 kN/m2

    This load can be entered in RFEM as a free variable load. The load input is displayed in Image 03.

    Hopper frictional traction
    ptf(x) = μheff · Ff · pv(x) (6.30)
    ptf(0.00) = 0.00 kN/m²
    ptf(1.00) = 0.33 · 52.97 = 17.48 kN/m2
    ptf(2.00) = 0.33 · 63.72 = 21.03 kN/m2
    ptf(3.00) = 0.33 · 65.33 = 21.56 kN/m2

    This load can be entered in RFEM as a free variable load. The load input is displayed in Image 04.

    Literature

    [1] Eurocode 1: Actions on Structures – Part 4: Silos and Tanks; EN 1991‑4:2010‑12

    Author

    Ms. von Bloh provides technical support for our customers and is responsible for the development of the SHAPE‑THIN program as well as steel and aluminum structures.

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