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This title is printed to order. This book may have been self-published. If so, we cannot guarantee the quality of the content. In the main most books will have gone through the editing process however some may not. We therefore suggest that you be aware of this before ordering this book. If in doubt check either the author or publisher’s details as we are unable to accept any returns unless they are faulty. Please contact us if you have any questions.
Chapter 2 of this work brings together a full set of analytical tools to generate structural layouts which satisfy dual-material optimality con-ditions. Chapter 3 of the dissertation is concerned with methods to suppress local and global instability of least-weight structures. Per-forated webs placed between structural members, structural member shape optimization and light-weight foam inserts are methods investi-gated in the research to address the instability problems. Simply supported least-weight arch beams were designed and mechanically tested. The experimental results were compared with FEA. In Chapter 4 matrix operator methods used to generate optimal layouts with straight boundaries were extended to include curved boundaries. A program previously written to solve straight boundary problems was generalized to generate layouts for cantilevers with curved boundaries by using this method. In Chapter 5 the design of an arch structure with a continuous profiled-thickness web was analyzed. In Chapter 6 optimal layouts with 2 and 3-bar trusses were investigated for two alternate loading cases. A program was written to determine the mini-mum-weight from alternative structures.
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This title is printed to order. This book may have been self-published. If so, we cannot guarantee the quality of the content. In the main most books will have gone through the editing process however some may not. We therefore suggest that you be aware of this before ordering this book. If in doubt check either the author or publisher’s details as we are unable to accept any returns unless they are faulty. Please contact us if you have any questions.
Chapter 2 of this work brings together a full set of analytical tools to generate structural layouts which satisfy dual-material optimality con-ditions. Chapter 3 of the dissertation is concerned with methods to suppress local and global instability of least-weight structures. Per-forated webs placed between structural members, structural member shape optimization and light-weight foam inserts are methods investi-gated in the research to address the instability problems. Simply supported least-weight arch beams were designed and mechanically tested. The experimental results were compared with FEA. In Chapter 4 matrix operator methods used to generate optimal layouts with straight boundaries were extended to include curved boundaries. A program previously written to solve straight boundary problems was generalized to generate layouts for cantilevers with curved boundaries by using this method. In Chapter 5 the design of an arch structure with a continuous profiled-thickness web was analyzed. In Chapter 6 optimal layouts with 2 and 3-bar trusses were investigated for two alternate loading cases. A program was written to determine the mini-mum-weight from alternative structures.