悬挂钢–木塑单层球面网壳的设计及分析

杨锦权; 李俞谕; 何文辉; 侯剑山; 高飞

doi:10.3724/j.gyjzG22052005

悬挂钢–木塑单层球面网壳的设计及分析

doi: 10.3724/j.gyjzG22052005

1. 华南农业大学, 广州 510642;
2. 华南理工大学, 广州 510641;
3. 华南理工大学建筑设计研究院有限公司, 广州 510641

基金项目:

广东省重点领域研发计划（2020B0202010008）。

详细信息

作者简介:
杨锦权，硕士研究生，工程师，主要从事建筑结构设计。

通讯作者:
李俞谕，教授，主要从事钢竹木结构的研究，liyuyu@scua.edu.cn。

计量
- 文章访问数: 25
- HTML全文浏览量: 4
- PDF下载量: 0
- 被引次数: 0
出版历程
- 收稿日期: 2022-05-20
- 网络出版日期: 2024-05-29

Design and Analysis of Suspended Steel-Wood-Plastic-Composite Single-Layer Spherical Reticulated Shells

1. South China Agricultural University, Guangzhou 510642, China;
2. South China University of Technology, Guangzhou 510641, China;
3. Architectural Design Research Institute of SCUT Co., Ltd, Guangzhou 510641, China

摘要

摘要: 对采用绿色可再生木塑作为主要材料的悬挂网壳进行了设计和分析。对比了多种材料的相关性能，创新性地采用木塑共挤材料作为网壳的主要受力杆件；结合建筑和布线的需求，设计了木塑杆件的截面形式，开发了新型钢–木塑组合节点；采用有限元分析软件对网壳模型进行了相关的力学分析，对比了不同节点连接形式的结构内力、位移及挠度；对网壳进行了特征值屈曲分析及考虑初始缺陷的几何非线性屈曲分析，得到了该网壳的安全系数。分析结果表明，该新型网壳在正常使用过程中的结构内力、变形和稳定性均能满足现行相关规范要求，具备推广应用价值。
- 木塑共挤材料 /
- 钢–木塑组合节点 /
- 悬挂网壳 /
- 稳定性分析
Abstract: The design and analysis of the suspension reticulated shell using green renewable wood plastic as the main material were carried out. Through tests and analysis, the related properties of various materials were compared, and the wood-plastic co-extrusion material was innovatively used as the main force rod of the reticulated shell. According to the requirements of building and wiring, the section form of wood-plastic rod was designed, and a new steel-wood-plastic combined joint was developed. The finite element analysis software was used to carry out mechanical analysis of the reticulated shell model, and the internal force, displacement and deflection of the structure with different joints were compared. Eigenvalue buckling analysis and geometric nonlinear buckling analysis considering initial defects were carried out for the reticulated shell, and the safety factor of the reticulated shell was obtained. The analysis results showed that the internal force, deformation and stability of the new reticulated shell in normal use could meet the requirements of the current relevant specifications, and it has the value of popularization and application.
- wood-plastic co-extrusion material /
- steel-wood-plastic joint /
- suspended reticulated shell /
- stability analysis

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参考文献(15)

[1]	FAN F, CAO Z G, SHEN S Z. Elasto-plastic stability of single-layer reticulated shells[J]. Thin-Walled Structures, 2010, 48(10/11):827-836.
[2]	曹玉生,刘锡良.天津科技馆球幕电影厅单层网壳结构选型[J].工业建筑, 1996, 26(8):25-27 , 37.
[3]	支荣权,于永彪,鹿晓阳.单层短程线网壳的优化设计[J].山东交通学院学报, 2011, 19(1):77-81.
[4]	HAO X L, ZHOU H Y, MU B S, et al. Effects of fiber geometry and orientation distribution on the anisotropy of mechanical properties, creep behavior, and thermal expansion of natural fiber/HDPE composites[J/OL]. Composites Part B:Engineering, 2020,185[2020-03-15]. https://doi.org/10.1016/jcompositesb.2020.107778.
[5]	MU B S, WANG H G, HAO X L, et al. Morphology, mechanical properties and dimensional stability of biomass particles/high density polyethylene composites:effect of species and composition[J]. Polymers (Basel), 2018, 10(3):1-15.
[6]	TAN W, HAO X, FAN Q, et al. Bamboo particle reinforced polypropylene composites made from different fractions of bamboo culm:Fiber characterization and analysis of composite properties[J]. Polymer Composites, 2019, 40(12):4619-4628.
[7]	中华人民共和国住房和城乡建设部.木结构设计标准:GB 50005-2017[S].北京:中国建筑工业出版社, 2017.
[8]	中华人民共和国住房和城乡建设部.建筑结构荷载规范:GB 50009-2012[S].北京:中国建筑工业出版社, 2012.
[9]	李牧原,李军,王燕.单层球面木网壳结构研究现状[J].林产工业, 2020, 57(1):37-41.
[10]	何敏娟,董翰林,李征.木空间结构研究现状及关键问题[J].建筑结构, 2016, 46(12):103-109 , 196.
[11]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017-2017[S].北京:中国建筑工业出版社, 2018.
[12]	中华人民共和国住房和城乡建设部.建筑结构可靠性设计统一标准:GB 50068-2018[S].北京:中国建筑工业出版社, 2018.
[13]	中国工程建设标准化协会.圆竹结构建筑技术规程:CECS 434︰ 2016[S].北京:中国计划出版社, 2016.
[14]	中华人民共和国住房和城乡建设部.空间网格结构技术规程:JGJ 7-2010[S].北京:中国建筑工业出版社, 2010.
[15]	肖小平.单层球面网壳结构非线性稳定性分析[D].长沙:湖南大学, 2012.