Generalised scaled boundary isogeometric analysis - a method for structural analysis of naturally shaped timber structures

被引:2
|
作者
Spahn, Florian [1 ]
Gata, Kevin Moreno [2 ]
Trautz, Martin [2 ]
Klinkel, Sven [1 ]
机构
[1] Rhein Westfal TH Aachen, Chair Struct Anal & Dynam, Mies van der Rohe Str 1, D-52074 Aachen, Germany
[2] Rhein Westfal TH Aachen, Chair Struct & Struct Design, Aachen, Germany
关键词
Structural computation; boundary representation; isogeometric analysis; naturally shaped timber;
D O I
10.1080/17480272.2024.2323590
中图分类号
TB3 [工程材料学]; TS [轻工业、手工业、生活服务业];
学科分类号
0805 ; 080502 ; 0822 ;
摘要
Natural building materials, such as naturally shaped tree trunks, have been used in construction since ancient times. Wood is primarily processed as a long, thin product due to its growth and structure, leaving many parts unused. These neglected parts, like branches, can be used for load-bearing structures. However, they require a new parametric description due to material and geometric behaviour differences. It's crucial to transfer these geometries into the calculation model accurately. The surface is described using NURBS based on image data to realise this. Applying the Scaled Boundary Isogeometric Analysis (SBIGA) can directly use these geometries for structural analysis. This method combines the concepts from the scaled boundary finite element method (SBFEM) with the isogeometric analysis (IGA). In this technique, two-dimensional surfaces are scaled to a centre point. When used in the context of thin, long structures, obtuse-angled polyhedrons occur within a patch, leading to numerical condition problems. This motivates this contribution to modify the conventional SBIGA towards a generalised scheme. This work introduces a generalised SBIGA approach, employing a scaling centre line instead of a scaling centre point. This enables the analysis of slender, curved objects without additional structure partitioning, simplifying the preprocessing while improving the performance.
引用
收藏
页码:62 / 74
页数:13
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