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首页> 外文期刊>Journal of Computing in Civil Engineering >ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB
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ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB

机译:ArchNURBS:基于NURBS的工具,用于MATLAB中砌体拱的结构安全评估

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A new approach toward a fully computer-aided design (CAD) integrated structural analysis of arched masonry structures is proposed and a new MATLAB-based computational tool, named ArchNURBS, is developed. It is addressed to professionals dealing with the restoration or structural rehabilitation of historical constructions, who need to assess the safety of masonry arches under assigned load distributions. By using it, they can easily produce estimates of the carrying capacity of curved masonry members, and specifically arches of arbitrary shape. A CAD environment, which is very popular among professionals, can be employed to provide a nonuniform rational B-splines (NURBS) representation of arch geometry. On the basis of this representation, it is possible to perform both an elastic isogeometric analysis and a limit analysis of the structure up to the collapse load. Moreover, the developed tool is devised for handling the presence of fiber-reinforced polymers reinforcement strips at the extrados and/or intrados. This allows for the design of properly dimensioned reinforcement and its verification according to current building codes. The entire procedure relies upon a sound theoretical background. ArchNURBS is going to be freely distributed as an open-source project (http://sourceforge.net/projects/archnurbs/). (C) 2015 American Society of Civil Engineers.
机译:提出了一种对拱形砖石结构进行完全计算机辅助设计(CAD)集成结构分析的新方法,并开发了一种新的基于MATLAB的计算工具ArchNURBS。它面向的是处理历史建筑的修复或结构修复的专业人员,他们需要评估在分配的载荷分布下砌体拱的安全性。通过使用它,他们可以轻松地估算出弯曲的砖石构件的承载力,尤其是任意形状的拱形。在专业人士中非常流行的CAD环境可用于提供拱形几何图形的非均匀有理B样条(NURBS)表示。基于此表示,可以对结构进行弹性等几何分析和极限分析,直至破坏荷载。而且,开发的工具被设计用于处理在拱顶和/或拱顶处存在纤维增强的聚合物增强条。这样可以设计适当尺寸的钢筋,并根据当前的建筑规范进行验证。整个过程取决于良好的理论背景。 ArchNURBS将作为一个开源项目(http://sourceforge.net/projects/archnurbs/)自由分发。 (C)2015年美国土木工程师学会。

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