Finite element design of concrete structures: Differences between theory and practice

机译：混凝土结构的有限元设计：理论与实践之间的差异

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The numerical analysis of structures has made a significant progress in the last years due tornimprovements in software and hardware. Nowadays everything seems to be possible. Complex 3D FE-modelsrnincluding nonlinear material behavior are getting more and more popular in practice and research. But thernaccuracy of such analysis is very limited when coming to real concrete structures as will be shown in this paper.

机译：近年来，由于软件和硬件的改进，结构的数值分析取得了重大进展。如今，似乎一切皆有可能。包含非线性材料行为的复杂3D FE模型在实践和研究中越来越受欢迎。但是，这种分析的准确性在进入实际混凝土结构时非常有限，这将在本文中显示。

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来源
《International conference on structural engineering, mechanics and computation;SEMC 2010》|2010年|p.757-763|共7页
会议地点 Cape Town(ZA);Cape Town(ZA)
作者
G.A. Rombach; M. Kohl;
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作者单位

Hamburg University of Technology, Institute for Concrete Structures, Germany;

Hamburg University of Technology, Institute for Concrete Structures, Germany;

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会议组织
原文格式 PDF
正文语种 eng
中图分类建筑结构;
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Finite element design of concrete structures: Differences between theory and practice

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