Modification Of Bar Structures Described By
Fuzzy Processes
Author(s)
W. Graf, B. Möller & M. Bartzsch
Abstract
In order to analyze the load and modification process of composite structures
with uncertain parameters a numerical simulation model with fuzzy parameters is
developed. The uncertain input set X( , , )θ τϕ is mapped by use of a mapping
operator onto the uncertain result set Z( , , )θ τϕ . The numerical simulation is
carried out with the aid of α -level-optimization. As mapping operator
(deterministic fundamental solution) the geometrically and physically nonlinear
analysis of plane composite/reinforced bar structures is applied. It is based on an
incrementally formulated system of first order differential equations. A flexible
bond in the longitudinal direction of a composite bar – e.g. a steel-concrete-composite
or a concrete-concrete-composite – is included in this system of
differential equations by an additional degree of freedom. The algorithms are
demonstrated by way of examples.
Keywords: computational methods, uncertainty, fuzzy processes, composite bar structures, system modification.
1 Introduction
Concrete-steel-composites are usually considered as composite structures. They
consist of a steel beam, e.g. an I-profile, which is connected by means of shear
connectors to a concrete slab. The shear connection represents a flexible bond
between concrete and steel. The effect of flexible bond occurs not only at
concrete-steel-composites, but also at e.g. concrete-FRP-composites and most
other inhomogeneous cross sections. If in case of structural upgrades an old
Keywords
computational methods, uncertainty, fuzzy processes, composite bar structures, system modification.
Related Book
Other papers in this volume
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