2E12 04 Cold Formed Structures

download 2E12 04 Cold Formed Structures

of 37

Transcript of 2E12 04 Cold Formed Structures

  • 8/19/2019 2E12 04 Cold Formed Structures

    1/37

    COLD-FORMEDSTRUCTURES

    Czech Technical University in Prague

    2E12 Design of steel structures for renewable energy systems   1

    21/11/2010

  • 8/19/2019 2E12 04 Cold Formed Structures

    2/37

    Contents

    21/11/20102E12 Design of steel structures for renewable energy systems

    2

    Advantages, disadvantages

    Production

    Effect of cold working on strength

    Case studies

    Structural details

  • 8/19/2019 2E12 04 Cold Formed Structures

    3/37

    Advantages/disadvantages

    21/11/2010

    3

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    4/37

    Advantages / disadvantages

    21/11/20102E12 Design of steel structures for renewable energy systems

    4

    Advantages:

    low weight

    shape variability

    surface protection

    Disadvantages

    unit price

    difficult connecting low fire resistance

    more careful treatment is required (assembly)  s   h  a  p  e

      v  a  r   i  a   b   i   l   i  t  y

       (   T  r  e   b   i   l  c  o

      c   k   )

  • 8/19/2019 2E12 04 Cold Formed Structures

    5/37

    Typical cross-sections

    21/11/2010

    5

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    6/37

    Profiles - bars

    Open sections   Closed sections

    21/11/2010

    6

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    7/37

    Profiles – bars - build-up sections

    21/11/2010C9 Design of steel structures for renewable energy systems

    7

    Open build-up sections

    Closed build-up sections

  • 8/19/2019 2E12 04 Cold Formed Structures

    8/37

    Profiled sheeting

    21/11/2010C9 Design of steel structures for renewable energy systems

    8

  • 8/19/2019 2E12 04 Cold Formed Structures

    9/37

    Profiled (trapezoidal) sheeting

    21/11/2010C9 Design of steel structures for renewable energy systems

    9

    Without stiffeners

    With longitudinalstiffeners

    With transverse andlongitudinal stiffeners

  • 8/19/2019 2E12 04 Cold Formed Structures

    10/37

    Production of sections

    21/11/2010

    10

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    11/37

    Cold rolled coated sheet steel coil (Dubina)

    Production from cold-formed sheet

    21/11/2010

    11

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    12/37

    Production

    21/11/2010C9 Design of steel structures for renewable energy systems

    12

    From thin-walled sheet

    by bending

    by pressing

    by rolling

    Final surface protection in roll

  • 8/19/2019 2E12 04 Cold Formed Structures

    13/37

    Roll-forming process (Rhodes)

    Rolling

    21/11/2010

    13

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    14/37

    (Dubina)

    Roll-forming of lipped channel

    21/11/2010

    14

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    15/37

    (Dubina)

    Roll-forming of profiled sheeting

    21/11/2010

    15

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    16/37

    (Vrany)

    Roll-forming of profiled sheeting

    21/11/2010

    16

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    17/37

    (Vrany)

    Roll-forming of profiled sheeting

    21/11/2010

    17

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    18/37

    (Vrany)

    Roll-forming of profiled sheeting

    21/11/2010

    18

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    19/37

    Forming by folding

    21/11/2010

    19

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    20/37

    Press-braking

    21/11/2010

    20

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    21/37

    (Dubina)

    Press-braking

    21/11/2010

    21

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    22/37

    Influence of production route

    21/11/2010

    22

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    23/37

    Strength increase due to cold working

    21/11/2010C9 Design of steel structures for renewable energy systems

    23

    In Eurocode

    In tensional load cases f yb = f y < f ya

  • 8/19/2019 2E12 04 Cold Formed Structures

    24/37

    Utilisation

    21/11/2010

    24

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    25/37

    Utilisation

    21/11/2010C9 Design of steel structures for renewable energy systems

    25

    floors (support for concrete slabs / permanent

    shuttering)

    cladding, roofing

    purlins, rails

    elements of light-weight structures

  • 8/19/2019 2E12 04 Cold Formed Structures

    26/37

    Utilisation

    21/11/2010C9 Design of steel structures for renewable energy systems

    26

    columnliner tray

    thermal insulation

    thermal insulation strap

    sheeting

  • 8/19/2019 2E12 04 Cold Formed Structures

    27/37

    Utilisation

    21/11/2010C9 Design of steel structures for renewable energy systems

    27

  • 8/19/2019 2E12 04 Cold Formed Structures

    28/37

    Cold-formed purlins and rails

    21/11/2010C9 Design of steel structures for renewable energy systems

    28

    Profiles

    Span – up to 10 m (12-15 m)

  • 8/19/2019 2E12 04 Cold Formed Structures

    29/37

    Cold-formed purlins and rails

    21/11/2010

    29

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    30/37

    21/11/2010

    30

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    31/37

    Roofing

    21/11/2010C9 Design of steel structures for renewable energy systems

    31

    Corrugated sheeting

    Sandwich panels

    Rigid in its plane

    Support of purlin top flange

    Uniaxial bending

    Lateral and rotational restraint

    CDK 

  • 8/19/2019 2E12 04 Cold Formed Structures

    32/37

    Continuous beams

    21/11/2010C9 Design of steel structures for renewable energy systems

    32

    Overlap

    Sleeve

  • 8/19/2019 2E12 04 Cold Formed Structures

    33/37

    Overlap – at support

    21/11/2010C9 Design of steel structures for renewable energy systems

    33

       M 

       /   2

      s  u  p

       M

      s  u  p

    překrytí

  • 8/19/2019 2E12 04 Cold Formed Structures

    34/37

    Sleeve

    21/11/2010C9 Design of steel structures for renewable energy systems

    34

    Sleeve – bigger sheet thickness

  • 8/19/2019 2E12 04 Cold Formed Structures

    35/37

    Structural details

    21/11/2010

    35

    C9 Design of steel structures for renewable energy systems

  • 8/19/2019 2E12 04 Cold Formed Structures

    36/37

    Structural details

    21/11/2010C9 Design of steel structures for renewable energy systems

    36

    Support on main frame

  • 8/19/2019 2E12 04 Cold Formed Structures

    37/37

    Structural details

    21/11/20102E12

    D i f t l t t f bl t

    37

    Roof apex connection