EPSRC Reference: |
GR/L98619/01 |
Title: |
DEVELOPMENT OF A COMPONENT-BASED MODEL OF THE BEHAVIOUROF STEEL BEAM-TO-COLUMN CONNECTIONS IN FIRE |
Principal Investigator: |
Burgess, Professor I |
Other Investigators: |
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Researcher Co-Investigators: |
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Project Partners: |
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Department: |
Civil and Structural Engineering |
Organisation: |
University of Sheffield |
Scheme: |
Standard Research (Pre-FEC) |
Starts: |
01 November 1998 |
Ends: |
31 October 2001 |
Value (£): |
172,250
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EPSRC Research Topic Classifications: |
Civil Engineering Materials |
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EPSRC Industrial Sector Classifications: |
No relevance to Underpinning Sectors |
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Related Grants: |
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Panel History: |
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Summary on Grant Application Form |
A series of component tests is planned to investgate the effect of high temperatures (400-800 C) on the strength and stiffness of the tension and compression zones of beam to column endplate connections. Tests on a range of T-stub configurations and column webs will be conducted at a number of temperatures, thus establishing a strength/stiffness and temperature relationship. This contrasts with the usual approach which is to load a specimen and raise the temperature until failure. The data obtained will be used to validate a finite element analysis program, to0 be developed in parallel with the experimental work. By combining the response of the tension and compression zones the overall moment-rotation-thrust response will be obtained. With a reliable analytical approach the behaviour of connections of vried geometry may be studied and the effect of joint performance at elevated temperatures on overall frme behaviour investigated.
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Key Findings |
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Potential use in non-academic contexts |
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Impacts |
Description |
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Summary |
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Date Materialised |
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Sectors submitted by the Researcher |
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Project URL: |
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Further Information: |
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Organisation Website: |
http://www.shef.ac.uk |