ETFE 缓冲结构蠕变变形和失效特性的实验和数值研究

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Yinbo Song, Wujun Chen, Bing Zhao, Jianhui Hu, Xuetao Zhao
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引用次数: 0

摘要

自重较小的 ETFE(乙烯-四氟乙烯)缓冲结构是典型的风敏结构,在风荷载作用下容易产生较大变形,甚至失效。本文旨在研究 ETFE 缓冲结构在静态风荷载作用下的变形和破坏行为。首先,利用载荷模拟系统和摄影测量系统进行了校准模拟实验。然后,根据力密度理论计算结构响应,用于验证和修正校准数字模型输入。最后,将校准数字模型的相同输入分配给全尺寸数字模型,并在充气实验中用于预测全尺寸模型的结构行为。实验结果与模拟结果的对比验证了数值模型集成了材料蠕变响应面、真实初始几何形状和实际加载协议,可用于预测 ETFE 缓冲结构的结构行为。此外,还观察到在高静态风荷载下,蠕变变形占总变形的很大一部分。影响 ETFE 衬垫失效的主要因素是应力分布和初始缺陷。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental and numerical study on creep deformation and failure characteristics of ETFE cushion structures
ETFE (ethylene-tetrafluoroethylene) cushion structures with small self-weight are typical wind-sensitive structures that are prone to large deformation and even failure under wind loads. This paper is aimed to investigate the deformation and failure behaviors of ETFE cushion structures subjected to static wind loads. Firstly, calibration mock-up experiments were carried out using a load simulation system and a photogrammetry system. Then, structural responses could be calculated based on force density theory, which were used to validate and correct the calibration numerical model inputs. Finally, same inputs from calibration numerical model were assigned to full-size numerical model and used to predict the structural behavior of a full-size mock-up in an inflation experiment. The comparison between experimental and simulation results validates numerical models integrating material creep response surface, real initial geometry, and actual loading protocol for predicting structural behavior of ETFE cushion structures. Additionally, it is observed that creep deformation constitutes a substantial portion of the total deformation under high static wind loads. The primary factors influencing the failure of ETFE cushions are identified as stress distribution and initial defects.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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