In traditional building practice, a lot of construction material is wasted, because the structures are often grossly over-dimensioned. Inevitably, optimisation is a fundamental aspect of human life as well as a feature of nature. Although numerical optimisation methods have the potential to minimise the usage of structural materials, their application in routine design practice is limited by the absence of tailored algorithms. Structural optimisation based on mathematical computing is one of the approaches for sustainable and effective design in the field of civil engineering. It includes the formulation of the optimisation problem, defining variables, objective functions and constraints followed by a suitable optimisation method with mathematical programming to achieve structural optimisation resulting in reduced overall weight and cost of the structure. The current study includes an overview of prior research on structural optimisation and provides an analysis of the optimisation objectives, optimisation process and different methods and their limitations. The paper includes a numerical study to suggest an optimal design solution for a structural element which is part of a considered pre-engineered building. Topology optimisation of a conventional steel beam (I- section) is performed by numerical analysis along with the finite element method in ABAQUS. The topology optimisation of the beam in terms of decreasing the profile volume reduces the overall material consumed, thereby reducing the cost of the structure. The current numerical analysis helps in arriving at a cost-effective and efficient design solution for a typical pre-engineered building alternative to experimental tests and conventional trials.
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