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

YANG Jinquan; LI Yuyu; HE Wenhui; HOU Jianshan; GAO Fei

doi:10.3724/j.gyjzG22052005

Volume 54 Issue 4

Apr. 2024

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(4): 117-125

GAO Xiujian, LI Wenjie, JING Sinan, LIU Wenrui, YAN Taosheng, CHEN Zhihua. Research on Calculated Length Coefficients of Columns with Variable Sections in Shenzhen Dayun Transportation Hub[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 95-102. doi: 10.3724/j.gyjzG24080108

Citation:

YANG Jinquan, LI Yuyu, HE Wenhui, HOU Jianshan, GAO Fei. Design and Analysis of Suspended Steel-Wood-Plastic-Composite Single-Layer Spherical Reticulated Shells[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 117-125. doi: 10.3724/j.gyjzG22052005

Citation:

PDF( 17173 KB)

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

doi: 10.3724/j.gyjzG22052005

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

Received Date: 2022-05-20
Available Online: 2024-05-29

Abstract

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

FullText(HTML)

References(15)

References

[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.

Relative Articles

[1]	FANG Xiaojun, LI Junxi, ZHOU Yun, SONG Jian. Experimental and Numerical Studies on Axially-loaded Mechanical Properties of Tuned-Mass Type Composite Columns[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 177-186. doi: 10.3724/j.gyjzG24091401
[2]	FANG Yuan, YU Feng, LI Zilong, TAN Siyong, YANG Zhixin. Quasi-Static Loading Tests and Numerical Simulations of Restoring Force Characteristics of T-Joints Between PCCC Columns and RC Ring Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 160-168. doi: 10.3724/j.gyjzG23011501
[3]	LI Chenghua, GUO Shuai, YANG Kaiyuan. Welding Numerical Simulations of Joints Between Aluminum Alloy Box Columns and H-Shaped Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 89-95. doi: 10.13204/j.gyjzG21100706
[4]	CHEN Zhihua, LI Wenjie, LIU Hongbo, GAO Xiujian, JING Sinan, LIU Wenrui. Research on Flexural Performance of Variable-Section Inverted Trapezoidal Steel Beams in Shenzhen Dayun Transportation Hub[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 88-94. doi: 10.13204/j.gyjzG23072910
[5]	ZHANG Ying, WANG Rui, ZHAO Hui, AN Guoqing. Mechanical Properties of Octagonal Hollow Concrete Filled Steel Tube Short Columns Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 113-119. doi: 10.13204/j.gyjzG20122411
[6]	HUANG Jian, FANG Wei, SHI Lijun, JIANG Yougen, CHEN Guang. Numerical Simulations of Pullout Characteristics and a Calculation Method for Ultimate Pullout Resistance of Denti-Geogrids[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 187-193,110. doi: 10.13204/j.gyjzG21060212
[7]	SUI Liang, SHAO Yongjian, LIANG Xiao, ZHOU Yifan, WANG Guozuo. EXPERIMENTAL AND ANALYTICAL RESEARCH ON SEISMIC BEHAVIOR OF ECC COLUMNS UNDER COMBINED TORSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 39-45. doi: 10.13204/j.gyjzG19122311
[8]	Yan Dexu, Wan Hongxia, Wang Xiaoping. EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 112-116. doi: 10.13204/j.gyjz201406025
[9]	Wu Zhaohua, Li Ningbo, Wan Yixiu, Qian Jiaru, Chen Yan, Zhang Lihua. EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF COMPOSITE COLUMN SPECIMENS WITH OPENINGS ON STEEL TUBE WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 111-115. doi: 10.13204/j.gyjz201405025
[10]	Zhang Ailin, Tian Chen, Liu Xuechun. EFFECTIVE LENGTH ANALYSIS OF TRUSS BEAM WEB MEMBER OF INDUSTRIAL PREFABRICATED HIGH-RISE STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 128-131. doi: 10.13204/j.gyjz2001412021
[11]	Xue Jianyang, Zhang Jie, Ma Hui, Ren Rui, Wang Cheng. NON-LINEAR NUMERICAL SIMULATION ANALYSIS OF STEEL RECYCLED AGGREGATE CONCRETE COLUMN UNDER LOW-CYCLIC REVERSED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 40-45. doi: 10.13204/j.gyjz201309007
[12]	Wang Qiuwei, Shi Qingxuan, Tang Liujiu. NUMERICAL ANALYSIS AND ULTIMATE AXIAL COMPRESSION RATIO OF NEW STEEL REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 127-133,174. doi: 10.13204/j.gyjz201207022
[13]	Guo Yanlin, Liu Feng, Dou Chao, Jiang Ziqin. CALCULATION OF LOAD-BEARING CAPACITY AND DEFORMATION IN SINGLY-STEPPED SINUSOIDAL CORRUGATED WEB COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 22-29. doi: 10.13204/j.gyjz201207003
[14]	Zeng Fankui, Hu Changming, Ge Zhaoshen, Yan Xin. STUDY ON VALUE OF EFFECTIVE LENGTH COEFFICIENT OF UPRINGT STANCHION OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 24-27. doi: 10.13204/j.gyjz201002006
[15]	Liu Lin, Bai Guoliang, Kong Jiangtao, Zhao Chunlian, Li Hongxing. STUDY ON BODY COEFFICIENT AND PILE CLUSTER EFFECT OF CONCRETE PIPE COLUMNS IN SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 43-47. doi: 10.13204/j.gyjz200903014
[16]	Qin Guopeng, Wang Lianguang, Zhou Le. STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 72-75. doi: 10.13204/j.gyjz200910018
[17]	Yan Jiansong, Tong Genshu. ROTATIONAL RESTRAINTS OF TAPERED BEAMS TO COLUMNS IN NON-SWAY BUCKLING FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 94-96. doi: 10.13204/j.gyjz200509026
[18]	Wang Wei, Chen Yiyi. NON-RIGID BEHAVIOR AND DESIGN FORMULAE OF STEEL TUBULAR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 5-9. doi: 10.13204/j.gyjz200511002
[19]	Yang Youfu, Han Linhai. RESEARCH ON CALCULATING METHOD FOR FIRE PROTECTION OF CONCRETE-FILLED STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 14-17. doi: 10.13204/j.gyjz200401004
[20]	Ji Yuan, Tong Genshu. EFFECTIVE LENGTH FACTOR FOR THE BASE-FIXED COLUMN FOR PORTAL FRAMES WITH CRANE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 67-69. doi: 10.13204/j.gyjz200407019