建筑施工中乙烯-四氟乙烯箔材料性能随时间和温度的变化

P. Beck
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引用次数: 0

摘要

乙烯四氟乙烯(ETFE)箔具有非线性粘弹性材料特性。对于由ETFE箔片制成的安全和耐用结构的尺寸,有必要考虑单层,机械预应力和多层,气动预应力结构的材料响应。关于随时间变化的材料行为的系统和全面的调查迄今尚未发表。对于个人,更多具体项目的数据,请参考[2],[3],[4]。为了研究ETFE箔在永久载荷(迟滞、蠕变)下的随时间变化的材料行为,以单轴拉伸试验的形式进行了永久载荷和重复载荷试验。通过在四种不同的应力水平下进行测试,研究了载荷对随时间变化的材料行为的非线性影响,每种应力水平都通过三种测试温度结合恒定温度的影响。针对ETFE箔长期行为的实验研究,在测试持续时间为1200至4000小时之间,补充并完成了在非等温,自然气候下的测试。这些连续负载测试进行了大约8年。为了描述材料的响应,提出了一种流变模型。该模型基于Burgers的模型,为了本研究的目的,该模型通过考虑应力水平和温度的附加模型参数进行了增强。实验结果与投影应变-时间曲线的对比证明了该模型对描述等温连续载荷试验的适用性。所有的
本文章由计算机程序翻译,如有差异,请以英文原文为准。
On time- and temperature-dependent material behaviour of ethylene-tetrafluoroethylene foils in building construction
Ethylene tetrafluoroethylene (ETFE) foils exhibit a non-linear viscoelastic material behaviour. For the dimensioning of safe and durable structures made of ETFE foils it is necessary to take this material response into account regarding single-layer, mechanically prestressed and multi-layer, pneumatically prestressed constructions. Systematic and comprehensive investigations with respect to the time-dependent material behaviour have not been published to date. For individual, more project-specific data, please refer to [2], [3], [4]. In order to investigate the time-dependent material behaviour of ETFE foils under permanent loads (retardation, creep), permanent load and load repetition tests were carried out in the form of uniaxial tensile tests. The non-linear influence of the load on the time-dependent material behaviour was investigated by performing tests under four different stress levels, each combined with the influence of a constant temperature by means of three test temperatures. The experimental investigations aiming at the long-term behaviour of the ETFE foils with test durations between 1200 h and 4000 h were supplemented and completed by tests under anisothermal, natural climate. These continuous load tests were performed for approximately 8 years. For the description of the material response, a rheological model is proposed. This model is based on Burgers’ model, which, for the purpose of this study, was enhanced by additional model parameters to take into account the stress level and the temperature. The comparison of the experimental and the projected strain-time-curves proves the model’s applicability for describing isothermal continuous load tests. All of the
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