风荷载作用下中空玻璃的挠度研究

潘应桂; 田水; 谷倩; 梅裕安; 胡飞; 成鹏

doi:10.3724/j.gyjzG22011910

风荷载作用下中空玻璃的挠度研究

doi: 10.3724/j.gyjzG22011910

潘应桂¹,
田水^1, ,,
谷倩¹,
梅裕安¹,
胡飞²,
成鹏²

1. 武汉理工大学土木工程与建筑学院, 武汉 430070;
2. 中建三局集团有限公司工程总承包公司, 武汉 430070

详细信息

作者简介:
潘应桂,硕士研究生,主要从事玻璃幕墙结构研究。

通讯作者:
田水,副教授,研究生导师,主要从事装配式结构和玻璃幕墙结构研究,1365222934@qq.com。

计量
- 文章访问数: 22
- HTML全文浏览量: 3
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2022-01-19
- 网络出版日期: 2024-11-06

Research on Deflection of Insulating Glass Under Wind Load

1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China;
2. General Construction Company of CCTEB Group Co., Ltd., Wuhan 430070, China

摘要

摘要: 利用静力平衡方程,求解了外荷载作用下双模量矩形玻璃的中面位置,考虑了单层玻璃受力时的中面拉力;同时研究了外荷载作用下中空玻璃空腔体积改变与空腔内气体压强的关系;利用静力平衡方程、几何变形方程及物理方程,推导出了内、外层玻璃的挠度微分方程,建立了反映中空玻璃内、外层之间传力性能的中空玻璃的挠度计算公式,并将考虑中空玻璃内、外层之间传力的理论计算结果、规范公式计算结果与有限元计算结果进行比较。研究结果表明:考虑中空玻璃内、外层之间传力的理论计算结果是可靠的。
- 中空玻璃 /
- 中面 /
- 空腔 /
- 挠度
Abstract: The neutral plane position of double modulus rectangular glass under external load was solved with the static equilibrium equation, in which the neutral plane tension of single-layer glass was considered; the relations between the volume change of insulating glass cavity and the gas pressure in the cavity under external load were studied; the deflection differential equation of inner and outer glass was derived with the static balance equation, geometric deformation equation and physical equation, and the deflection calculation formula of insulating glass reflecting the force transfer performance between inner and outer layers of insulating glass was established. The theoretical calculation results considering the force transfer between inner and outer layers of insulating glass were compared with those obtained by standard formula and the finite element. The results showed that the theoretical above was reliable.
- insulating glass /
- neutral plane /
- cavity /
- deflection

HTML全文

参考文献(12)

[1]	龚昌基.四边支承中空玻璃承载力的计算问题:考虑空腔体积与压强变化的关系[J].福建建筑,2010(7): 27-31.
[2]	张其林.玻璃幕墙结构设计[M].上海:同济大学出版社,2007:51-58.
[3]	赵刚,贾亚丽.高速动车组中空玻璃气动载荷计算[J].电力机车与城轨车辆,2018,41(5): 17-19.
[4]	吴晓,杨立军,黄翀.风荷载作用下中空幕墙玻璃的非线性弯曲[J].中南大学学报(自然科学版),2015,46(1): 304-309.
[5]	吴晓,杨立军,黄翀,等.双模量矩形板的大挠度弯曲计算分析[J].工程力学,2010,27(1): 17-22.
[6]	童丽萍,罗英.中空玻璃幕墙结构的非线性问题研究[J].工业建筑,2001,31(10): 16-18.
[7]	张士翔,李炯,何瑄,等.风荷载作用下中空玻璃面法线挠度变化规律浅析[J].建筑科学,2014,30(3): 18-21.
[8]	FENG R Q, YE J H, WU Y, et al. Mechanical behavior of glass panels supported by clamping joints in cable net facades[J].International Journal of Steel Structures, 2012, 12(1): 15-24.
[9]	SHI G, ZUO Y Z, SHI X H, et al. Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scale model test [J]. Frontiers of Architecture and Civil Engineering in China, 2010, 4(3): 383-395.
[10]	BEASON W L. Structural analysis of sealed insulating class[J].Journal of Structural Engineering, 1986,112(5):1133-1146.
[11]	宋锦威.应用广义位移原理求解大挠度矩形板弯曲问题[D].秦皇岛:燕山大学,2017.
[12]	中华人民共和国建设部.玻璃幕墙工程技术规范:JGJ 102—2003[S].北京:中国建筑工业出版社,2003.