有限元计算机程序在计算地基沉降时的测试

Andrey Geydt
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引用次数: 0

摘要

本文介绍了白俄罗斯科学家采用白俄罗斯共和国设计规范(TCP 45-5.01-67-2007“平板基础”、TCP 45-5.01-254-2012“基础和基础”)和欧洲技术规范(第1、2部分)规定的方法获得的大型浅基础沉降计算结果。“岩土设计”。本文还用Plaxis 2D Foundation 1.1、Plaxis 3D Foundation 1.1和PC LIRA-CAD 2013 R3的程序外壳,对位于彼尔姆市Stroiteley街37a的一栋公寓楼的实际结构进行了沉降计算。将这些沉降值与有限元计算程序的计算结果进行了比较。结果表明,所比较的沉降符合工程计算所需的精确程度。唯一的例外是使用PC LIRA-CAD 2013 R3获得的结果,这似乎要少得多。最后得出结论,无论考虑或不考虑基础上结构刚度,均可推荐采用有限元计算程序进行楼板基础沉降计算。
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TESTING OF THE FEA COMPUTER PROGRAM WHEN CALCULATING FOUNDATION SETTLEMENT
The paper presents the calculation results of the settlement of massive shallow foundations, obtained by Belarusian scientists, using methods regulated by the norms of the Republic of Belarus for the design of TCP 45-5.01-67-2007 "Slab foundations", TCP 45-5.01-254-2012 " Footings and Foundations" and the Technical Code Eurocode 7 (Part 1,2) "Geotechnical design". The paper also demonstrates the calculation results of the settlement in a real structure - an apartment building located at 37a Stroiteley Str. in Perm, made in the program shells of Plaxis 2D Foundation 1.1, Plaxis 3D Foundation 1.1 and PC LIRA-CAD 2013 R3. The values of these settlements are compared with the corresponding results obtained in the FEA computer program. It turned out that the compared settlements coincide with a degree of accuracy sufficient for engineering calculations. The exception is the results obtained using the PC LIRA-CAD 2013 R3, which appeared to be significantly less. Finally, it is concluded that the FEA computer program can be recommended for making calculations of the slab foundation settlements, both taking into account and without taking into account the rigidity of the above-foundation structure.
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审稿时长
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