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ETFE气枕模型试验与有限元分析

顾磊 王鹏 陈世平 王海明

建筑结构学报2012,Vol.33Issue(5):46-52,7.
建筑结构学报2012,Vol.33Issue(5):46-52,7.

ETFE气枕模型试验与有限元分析

Experimental study and FEA of ETFE cushion

顾磊 1王鹏 2陈世平 3王海明3

作者信息

  • 1. 哈尔滨工业大学深圳研究生院,广东深圳518055
  • 2. 哈尔滨工业大学深圳研究生院,广东深圳518055/大连城建设计研究院有限公司,辽宁大连116012
  • 3. 柯沃泰膜结构(上海)有限公司,上海201612
  • 折叠

摘要

Abstract

Through the experiment of a 2 m × 2 m ETFE cushion model, the measurement of cushion shape, pneumatic compression test and loading test under constant compression were carried out. By painting a set of scratch lines on the upper and lower surfaces of the cushion, the foil stress was calculated by measuring length changes of scratches during inflation process and loading. Then, the correctness of the FEM analysis of ETFE cushions was verified by comparing the nonlinear finite element analysis results of foil stress and cushion rise with the experimental values. Studies show that the ETFE cushion elongation rate is very large during inflating. Strain sensor pasting on the foil surface is difficult to capture the foil stress accurately. The method of painting scratch lines on foil surface adopted in this paper can be used to test ETFE cushion' s foil surface stress. When a three dimensionally cut ETFE cushion is inflated, at the zero- stress state of the foil during expending, the corner regions are in tension with the initial stress. Therefore, the corner region of foil surface needs to give the initial stress compensation for stress testing. The ETFE foil hot melt weld is equivalent to the foil local reinforcement, and the measured stresses along the weld and perpendicular to the weld are less than the calculated stresses according to the homogeneous material. The welds influence little on the overall foil stress. Measurements of foil stress and cushion rise agree well with calculated values by ANSYS software.

关键词

ETFE气枕/充气结构/静力试验/受力性能

Key words

ETFE cushion/inflated structure/static test/mechanical behavior

分类

建筑与水利

引用本文复制引用

顾磊,王鹏,陈世平,王海明..ETFE气枕模型试验与有限元分析[J].建筑结构学报,2012,33(5):46-52,7.

基金项目

深圳市科技计划项目(SY200806260039A),国家自然科学基金项目(50878065),哈尔滨工业大学科研创新基金项目(HIT.NSRIF.2009133). ()

建筑结构学报

OA北大核心CSCDCSTPCD

1000-6869

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