摘要:
In this presentation a robust non-linear finite element procedure
is presented for three-dimensional modelling of reinforced concrete structures
under fire conditions. The model described is the theoretical basis of the
computer program, Vulcan, developed at the University of Sheffield during the
recent years. In this model, a reinforced concrete building is modelled as an
assembly of finite beam-column and slab elements. Because of the changes in
material properties and the large deflections experienced in fire, both
geometric and material non-linearities are taken into account in this
formulation. The more complicated aspects of structural behaviour in fire
conditions, such as thermal expansion, transient strains in the concrete,
cracking or crushing of concrete, yielding of steel and change of material
properties with temperature are modelled. Also the effects of concrete spalling
on the fire resistance of concrete structures are considered in the model.
主讲人简介:
Dr Zhaohui Huang graduated with a BEng in Forest Products
Engineering from the Fujian Forestry College, China in 1982 and worked for eight
years as an Assistant Lecturer and Lecturer in Timber Structures before coming
to the UK. He received his PhD from the University of Central Lancashire in
1995. He joined the University of Sheffield in 1996 initially as Research
Associate in Structural Fire Research Group and subsequently as a Lecturer in
Structural Engineering. During his research in Sheffield Dr Huang has made a
major contribution to the development of the computer program, Vulcan, for
three-dimensional analysis of the structural behaviour of steel, concrete and
composite steel-framed buildings in fire. The software won two of the “British
Computer Society's Annual Awards” in 2005. Currently some leading design
companies in the UK, such as Arup and Buro Happold are using the program for
real structural fire safety design. Dr Huang was awarded the "ASCE 2005 Raymond
C. Reese Research Prize" by the American Society of Civil Engineers. His first
EPSRC project of modelling of concrete slabs and their influence on steel and
composite building frames in fire was awarded the top grade.
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