Difference between revisions of "Cardington fire test data"
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*[[Media:Edge_Beam,_Grid_line_1,_Location_B.pdf|Edge Beam, Grid line 1,Location B]] | *[[Media:Edge_Beam,_Grid_line_1,_Location_B.pdf|Edge Beam, Grid line 1,Location B]] | ||
*[[Media:Edge_Beam,_Grid_line_1,_Location_C.pdf|Edge Beam, Grid line 1,Location C]] | *[[Media:Edge_Beam,_Grid_line_1,_Location_C.pdf|Edge Beam, Grid line 1,Location C]] | ||
− | *[[Media:Edge_Beam,_Grid_line_1,_Location_D_a_d. | + | *[[Media:Edge_Beam,_Grid_line_1,_Location_D_a_d.pdf|Edge Beam, Grid line 1,Location D_a_d]] |
*[[Media:Edge_Beam,_Grid_line_1,_Location_D.pdf|Edge Beam, Grid line 1,Location D]] | *[[Media:Edge_Beam,_Grid_line_1,_Location_D.pdf|Edge Beam, Grid line 1,Location D]] | ||
*[[Media:Edge_Beam,_Grid_line_1,_Location_E.pdf|Edge Beam, Grid line 1,Location E]] | *[[Media:Edge_Beam,_Grid_line_1,_Location_E.pdf|Edge Beam, Grid line 1,Location E]] |
Revision as of 12:23, 12 March 2019
Tata Steel (then British Steel) carried out four fire test on the Cardington frame between 1995 and 1997.
- A 1D restrained plane beam test
- A 2D plane frame test
- A corner compartment test
- An office fire (demonstration) test
[top]1-D restrained plane beam test
[top]1-D Deflections and rotations
- Horizontal Displacements Above the Test Floor
- Relative Vertical Displacement Between Two Sides of the Lower Flange at Grid Line 1
- Rotation of Test Beam Column Flange at the Connections
- Vertical Deflection of the Beam Measured from the Upper Flange
[top]
- Concrete strain gauge positions on floor above the test beam
- Inclinometer positions for measuring rotation of the test beam and column flange at the
- Location of instrumentation for measuring horizontal displacement between columns above the test floor
- Location of instrumentation for measuring strain profiles in steel members
- Location of instrumentation for measuring temperature profiles within the floor slab
- Location of strain gauges installed in the mesh reinforcement in the floor above the test beam
- Position of the test furnace within the building
[top]1-D Strain data
- Strain measurements at C1 on Column D2
- Strain measurements at C2 on Column D2
- Strain measurements at C3 on Column E2
- Strain measurements at C4 on Column E2
- Strain measurements in the mesh reinforcement
- Strain measurements on concrete slab at position 1
- Strain measurements on concrete slab at position 2
- Strain measurements on concrete slab at position 1
- Strain measurements on non-test beam at B1
- Strain measurements on non-test beam at B3
- Strain measurements on test beam at B2
- Strain measurements on test beam at B4
[top]1-D Temperature data
- Steel and atmosphere temperatures on gridline 1
- Steel and atmosphere temperatures on gridline 2
- Steel and atmosphere temperatures on gridline 3
- Steel and atmosphere temperatures on gridline 4
- Steel and atmosphere temperatures on gridline 5
- Steel and concrete temperatures in the floor between beam and furnace wall at B1
- Steel and concrete temperatures in the floor between beam and furnace wall at B2
- Steel and concrete temperatures in the floor over test beam A1
- Steel and concrete temperatures in the floor over test beam A2
- Supplementary steel and atmosphere temperatures at C
- Supplementary steel and atmosphere temperatures at D
- Supplementary steel and atmosphere temperatures at E
- Supplementary steel and atmosphere temperatures at F
- Supplementary steel and atmosphere temperatures at G
- Supplementary steel and atmosphere temperatures at h
- Supplementary steel temperatures at B
- Supplementary steel temperatures at gridline 1(a-d)
- Supplementary steel temperatures at gridline 3(d-a)
- Supplementary steel temperatures in the end plates at A and I
[top]2-D plane frame test
[top]2-D Deflections and rotations
- Horizontal displacements of primary beam lower flange
- Lateral displacements of columns
- Rotations at the connections and external
- Vertical deflection of primary beams upper flange
- Vertical deflection of primary beams lower flange
[top]
- Measurement positions for beam and column rotations
- Measurement positions for columns B1 & B4
- Measurement positions for column displacements
- Measurement stations for the primary floor beams
- Position of furnace in buildings
[top]2-D Strain data
- Strain Profile at B1 500mm above level 3
- Strain Profile at B1 500mm above level 4
- Strain Profile at B1 655mm below level 3 decking
- Strain Profile at B1 2200mm above level 3
- Strain profile at B2 500mm above level 3
- Strain profile at B2 500mm above level 4
- Strain profile at B2 910mm below level 3 decking
- Strain profile at B2 2000mm above level 3
- Strain profile at B3 500mm above level 4
- Strain profile at B3 910mm below level 3 decking
- Strain profile at B4 500mm above level 4
- Strain profile at B4 655mm below level 3 decking
[top]2-D Temperature data
- Column B1 at A-A and B-B
- Column B1 at C-C and D-D and above slab
- Column B2 at A-A and B-B
- Column B2 at C-C and D-D
- Column B3 at A-A and B-B
- Column B3 at C-C and D-D
- Connection C1 at B1 sections C-C, D-D and E-E
- Connection C1 at B1 viewed east and west
- Connection C1 at B1 viewed south
- Connection C2 at B2 Sections H-H, E-E, F-F and G-G
- Connection C2 at B2 viewed east
- Connection C2 at B2 viewed north and south
- Connection C2 at B2 viewed west
- Connection C2 at B2 end plates viewed north and south
- Connection C3 at B3 viewed north and west
- Connection C3 at B3 viewed south
- Connection C4 at B4
- Fin plate connection C1A
- Fin plate connection C2A and C2B
- Fin plate connection C3A
- Floor slab at CB1 and CB3
- Floor slab at CB2
- Floor slab at CS1
- Floor slab at CS2
- Steel and atmosphere temperatures at PB1
- Steel and atmosphere temperatures at PB2
- Steel and atmosphere temperatures at PB3
- Steel and atmosphere temperatures at PB4
- Steel and atmosphere temperatures at PB5
- Steel and atmosphere temperatures at PB6
- Steel and atmosphere temperatures at PB7
- Steel temperatures on edge beam at SB1E
- Steel temperatures on edge beam at SB1E_d
- Steel temperatures on edge beam at SB1W
- Steel temperatures on edge beam at SB1W_d
- Steel temperatures on edge beam at SB8E
- Steel temperatures on edge beam at SB8W
- Steel temperatures on secondary beam at SB2E
- Steel temperatures on secondary beam at SB2E_d
- Steel temperatures on secondary beam at SB2W
- Steel temperatures on secondary beam at SB3E
- Steel temperatures on secondary beam at SB3W
- Steel temperatures on secondary beam at SB4E
- Steel temperatures on secondary beam at SB4Ea_d
- Steel temperatures on secondary beam at SB4W
- Steel temperatures on secondary beam at SB5E
- Steel temperatures on secondary beam at SB6W
- Steel temperatures on secondary beam at SB7E
[top]Corner compartment test
[top]Corner test Deflections and rotations
- Lateral displacements of columns
- Rotation of beams and columns at the connections
- Vertical deflections of floor slab and columns
- Vertical deflections of primary, secondary and edge beams
[top]
- Position of test furnace within building
- Clinometer position for measuring rotations at the connections (vertical plane)
- Transducer position for measuring vertical deflections
- Transducer position for measuring horizontal deflections
[top]Corner test Strain data
- Beam 2D-2E supporting second floor, location_B1
- Beam 2D-2E supporting second floor, location_B2
- Column 1D, 500mm above first floor slab
- Column 1D, 500mm below second floor slab
- Column 1E, 300mm above ground floor slab
- Column 1E, 300mm below first floor slab
- Column 1E, 500mm above first floor slab
- Column 1E, 500mm above second floor slab
- Column 1F, 300mm above ground floor slab
- Column 1F, 300mm below first floor slab
- Column 1F, 500mm above first floor slab
- Column 1F, 500mm above second floor slab
- Column 1F, 500mm below third floor slab
- Column 2/3-E/F,500mm below second floor slab
- Column 2/3-E/F,500mm above first floor slab
- Column 2E 500mm above second floor slab
- Column 2E 300mm above ground floor slab
- Column 2E 300mm below first floor slab
- Column 2E 500mm above first floor slab
- Column 2F 300mm above ground floor slab
- Column 2F 300mm below first floor slab
- Column 2F 500mm above first floor slab
- Column 2F 500mm above second floor slab
- Column 2F 500mm below third floor slab
- Concrete surface of second floor slab
[top]Corner test Temperature data
- Atmosphere Temperature Data
- Column 2D, Sections at A,B,C and D
- Column 2F, Sections at A,B,C, D and E
- Column 1E, Sections at A,B,C, D and E
- Column 1F, Sections at A B
- Column 1F, Sections at C, D and E
- Concrete Slab at CS1
- Concrete Slab at CS2
- Concrete Slab/beam at CB1
- Concrete Slab/beam at CB3
- Connection at E1 (Part1)
- Connection at E2 Sections A,B,C and D
- Connection at E2
- Connection at F1
- Connection at E1/2 and F1/2
- Edge Beam, Grid line 1,Location A
- Edge Beam, Grid line 1,Location B
- Edge Beam, Grid line 1,Location C
- Edge Beam, Grid line 1,Location D_a_d
- Edge Beam, Grid line 1,Location D
- Edge Beam, Grid line 1,Location E
- Edge Beam, Grid line 1,Location F
- Edge Beam, Grid line F,Location G
- Edge Beam, Grid line F,Location H
- Edge Beam, Grid line F,Location I
- Primary Beam, Grid Line E, Location G
- Primary Beam, Grid Line E, Location H
- Primary Beam, Grid Line E, Location I
- Primary Beam, Grid Line E, Location J
- Primary Beam, Grid Line E, Location K
- Secondary Beam, Grid line a half, Location A
- Secondary Beam, Grid line 2, Location A
- Secondary Beam, Grid line 2, Location B
- Secondary Beam, Grid line 2, Location C
- Secondary Beam, Grid line 2, Location D_a_d
- Secondary Beam, Grid line 2, Location D
- Secondary Beam, Grid line 2, Location E
- Secondary Beam, Grid line 2, Location F
- Secondary Beam, Grid line E/F, Location K
- Secondary Beam, Grid line 1/2, Location B
- Secondary Beam, Grid line 1/2, Location C
- Secondary Beam, Grid line 1/2, Location D_a_d
- Secondary Beam, Grid line 1/2, Location D
- Secondary Beam, Grid line 1/2, Location E
- Secondary Beam, Grid line 1/2, Location F
[top]Office fire (demonstration) test
[top]Demonstration test Deflections and rotations
[top]
[top]Demonstration test Strain data
- Level 1,Column 3E
- Level 1,Column 4D
- Level 1,Column 4E
- Level 1,Column 3D
- Level 2,Column 3D
- Level 2,Column 3E
- Level 2,Column 4D
- Level 2,Column 4E
- Level 2,Column 4F
[top]Demonstration test Temperature data
- 50mm Fire Barrier
- Atmosphere temperatures 0.1m Below steel decking
- Atmosphere temperatures 0.3m Below steel decking
- Atmosphere temperatures 0.6m Below steel decking
- Atmosphere temperatures 1.8m Below steel decking
- Atmosphere temperatures at the External or façade level
- Column 3E
- Column 4D
- Column 4E
- Column 4F
- Connection at 3/4E.
- Connection at 3E
- Connection at 4E
- Edge beam, grid line 4, location B1
- Edge beam, grid line 4, location B2
- Edge beam, grid line 4, location B3
- Edge beam, grid line F, location B13
- Partially protected indicative specimens
- Primary beam, grid line D, location B11
- Primary beam, grid line E, location B12
- Primary beam, grid line D, location B13
- Primary beam, grid line D, location B14
- Secondary beam, grid line 3, location B7
- Secondary beam, grid line 3, location B8
- Secondary beam, grid line 3, location B9
- Secondary beam, grid line 3, location B10
- Secondary beam, grid line 3/4, location B4
- Secondary beam, grid line 3/4, location B5
- Secondary beam, grid line 3/4, location B6