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Technical Report Number and Title |
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Main Report Behaviour of Steel Framed Structures Under Fire Conditions |
| Computational Models Developed | |
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MD1 BS/Test1:Abaqus model using beam general sections |
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MD3BS/Test 1: Abaqus model using FEAST shell elements
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MD4 BS/Test 1: ABAQUS grillage model |
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MD5BS/Test 1: ABAQUS shell/shell model |
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MD6. BS/Test 1: ABAQUS beam/grillage model |
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MD7. BS/Test 2: ABAQUS beam/shell model |
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MD10. BS/Test 3: Abaqus model using beam general sections |
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MD11. BS/Test 3: Abaqus model using FEAST shell elements |
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MD12. BS/Test 3: ABAQUS shell/beam model |
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MD13. BS/Test 3: ABAQUS discontinuous shell/beam model |
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MD14. BS/Test 4: ABAQUS shell/beam model |
| Analysis of Results | |
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AM1 Analyis of results from BS/TEST 1 models: Part A grillage models |
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AM2Analyis of results from BS/TEST 1 models: Part B half floor models
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AM3 Analyis of results from BS/TEST 1 models: Part C FEAST shell models |
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AM4Analyis of results from BS/TEST 3 models: Part A grillage models |
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AM5. Analyis of results from BS/TEST 3 models: Part B half floor models |
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AM6 Analyis of results from BS/TEST 3 models: Part C FEAST shell models |
| Parametric Studies | |
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SM1 Effect of increasing live load on BS/TEST 1s |
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SM2Effect of changing steel section in the BS/TEST 1
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SM3 Effect of changing boundary conditions on BS/TEST 1 |
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SM4Effect of changing slab/beam temperature evolution on BS/TEST 1 |
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SM5. FEAST modelling of tensile membrane action |
| Generalised Stress and Strain Relationships Developed for FE Models | |
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SS1 Development of of generalised stress-strain relationships for the concrete model in grillage model |
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SS2Development of of generalised stress-strain relationships for the concrete slab in shell models
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SS3 Investigation of membrane-flexure interaction in the Cardington slab at elevated temperatue |
| Heat Transfer Calculations | |
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HT1 Heat transfer claculations for slab temperatures in BS/TEST 1 and BS/TEST 4 |
| Dissertations | |
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Susan Lamont The Behaviour of Multi-storey Composite Steel Framed Structures in Response to Compartment Fires (51 MB) |
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Martin Gillie The Behaviour of Steel Framed Composite Structures in Fires Conditions |
