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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 47
INNOVATION IN ENGINEERING FOR SEISMIC REGIONS Edited by: M.B. Leeming and B.H.V. Topping
Paper V.3
Finite Element Analysis of the Cyclic Behaviour of Steel End-Plate Connections N. Nemati*, D. Le Houedec* and R. Zandonini#
*LMS, Ecole Centrale de Nantes, Nantes, France
N. Nemati, D. Le Houedec, R. Zandonini, "Finite Element Analysis of the Cyclic Behaviour of Steel End-Plate Connections", in M.B. Leeming, B.H.V. Topping, (Editors), "Innovation in Engineering for Seismic Regions", Civil-Comp Press, Edinburgh, UK, pp 89-102, 1997. doi:10.4203/ccp.47.5.3
Abstract
In recent years, the attention of many researchers has
concentrated on evaluating the cyclic response of Semi-Rigid
Connections. Pursuing their improvement we aim at
developing a new methodology based on F.E. techniques
with a combination of several other methods to extend the
component-based design philosophy to the end plate
connection. Thus, the first part of the paper is devoted to a
presentation of the previous theoretical models for modelling
this type of connection. The second part comprises the
experimental test and the four steps necessary to build the
model. In this part, the experimental procedure for studying
the behaviour of an isolated T-stub as the main component of
an end plate connection under monotonic and cyclic loading
is first presented. Then, the monotonic and cyclic F.E.
models of these specimens are discussed and validated.
Next, a mathematical energy balance model is developed to
reproduce the cyclic response. This model is the basis of a
spring model which predicts the behaviour of an isolated end
plate connection. The spring model is presented in the final
part.
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