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A Parametric Template Format for Solid Models of Reinforced Concrete Structures

机译:钢筋混凝土结构实体模型的参数模板格式

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The trend in the architecture/engineering/construction industry toward the use of threedimensional representations of structures in design, analysis and construction has led to the acceptance of the Computer Integrated Manufacturing (CIM) Steel Integration Standards (CIS/2) format for steel structures [Fowler], [Hamburg and Holland]. This allows all information defining the structural steel to be passed among the structural designer, detailer, fabricator, and erector, as well as the other members of the project team, through a digital data file that eliminates the need for reentering information thus minimizing the potential for errors in translation. The three-dimensional model also facilitates the task of checking for interferences and inconsistencies which will reduce these problems during construction. This technology will continue to gain acceptance and must be developed for all components of the constructed project. A format is proposed for describing the geometry of typical reinforced concrete structures as a function of user-defined parameters. The structure is constructed from solid Corner, Beam and Slab components aligned with a flexible grid. Corners are analogous to finite element nodes while Beams and Slabs would be one- and twodimensional elements, respectively, in conventional structural models. Once the number of grid spaces is defined in the X, Y and Z directions, the template designates which grid 搒quares?are filled with a Slab and which are open. Slabs may be floors or walls and may have holes. Beam components are aligned with grid lines and may represent beams, columns, or elements that connect adjacent Slabs. Corners are hexahedrons at the intersection of grid lines. The dimensions of the components are defined as functions of parameters listed in the template. A simple application of this approach would be a template to model a multiple story concrete frame structure. Advanced commercial structural analysis programs such as RAMSteel?and ETABS?allow parametric input to quickly generate this type of structural model. A template for this structure could be designed with minimal parameters if column spacing and floor spacing were constants and all structural members had the same dimensions. This basic template can then be enhanced to give the designer more flexibility throughout the structure by adding additional parameters. The result is a solid model which can be used as a basis for a finite element analysis and structural design but also for detailing rebar, checking interferences, designing formwork, planning construction, exporting to another 3D design environment for architectural and mechanical/electrical/plumbing design, and for generating two-dimensional drawings of the structure. In the future solid models will be part of the permanent record of the constructed project. Two applications of the template format are developed: a simple reinforced concrete frame and a more complex reinforced concrete pumping station. The graphical user interface allows the designer to change any dimensional parameter to immediately update the structure geometry in order to meet the project requirements. The final solid model is then converted to a finite element model and analyzed to determine shear, moment and axial force in beams, columns and slabs. Algorithms are being developed to use these results to design the reinforced concrete members. A sampling of the results of the analyses is presented.
机译:在建筑/工程/建筑行业中,倾向于在设计,分析和建造中使用结构的三维表示形式的趋势已导致人们接受钢结构的计算机集成制造(CIM)钢集成标准(CIS / 2)格式[福勒],[汉堡和荷兰]。这样一来,所有定义结构钢的信息都可以通过数字数据文件在结构设计者,详细信息提供者,制造商和安装者以及项目团队的其他成员之间传递,从而消除了重新输入信息的需要,从而最大程度地减少了潜在的可能性。翻译中的错误。三维模型还简化了检查干扰和不一致的任务,这将减少施工期间的这些问题。这项技术将继续获得认可,并且必须针对已构建项目的所有组件进行开发。提出了一种格式来描述典型钢筋混凝土结构的几何形状,该格式是用户定义参数的函数。该结构由与柔性网格对齐的实心转角,梁和平板构件构成。角类似于有限元节点,而在传统结构模型中,梁和平板分别是一维和二维单元。一旦在X,Y和Z方向上定义了网格空间的数量,模板就会指定哪些Squares填充有Slab,哪些是开放的。台阶可以是地板或墙壁,并且可以有孔。梁部件与网格线对齐,可以表示连接相邻平板的梁,柱或单元。角是网格线相交处的六面体。组件的尺寸定义为模板中列出的参数的函数。此方法的简单应用将是为多层混凝土框架结构建模的模板。诸如RAMSteel?和ETABS?之类的高级商业结构分析程序允许参数输入来快速生成这种类型的结构模型。如果柱间距和底板间距为常数并且所有结构构件都具有相同的尺寸,则可以使用最少的参数来设计此结构的模板。然后可以通过添加其他参数来增强此基本模板,从而为设计人员在整个结构中提供更大的灵活性。结果是一个实体模型,可以用作有限元分析和结构设计的基础,也可以用于钢筋细化,检查干涉,设计模板,规划施工,导出到另一个3D设计环境以用于建筑和机械/电气/管道工程设计,并用于生成二维结构图。将来,实体模型将成为已建项目永久记录的一部分。开发了模板格式的两个应用程序:一个简单的钢筋混凝土框架和一个更复杂的钢筋混凝土泵站。图形用户界面允许设计人员更改任何尺寸参数以立即更新结构几何形状,以满足项目要求。然后将最终的实体模型转换为有限元模型,并进行分析以确定梁,柱和平板中的剪力,弯矩和轴向力。正在开发使用这些结果来设计钢筋混凝土构件的算法。给出了分析结果的样本。

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