建筑密封胶在室外老化过程中压缩集密度的现场测量

G. Schueneman, C. Hunt, Steven J. Lacher, C. White, D. Hunston
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引用次数: 3

摘要

密封胶的耐久性取决于许多因素,如接缝设计、表面处理、应用、配方、接缝运动和天气。在这些因素中,配方(材料性能)和风化耐久性之间的联系很难在短期试验中进行评估。我们试图通过监测暴露于室外风化和循环应变期间表观模量的变化来解决这一挑战。这是通过定制的系统完成的,该系统通过模拟木材(冷压缩)和混凝土=金属(热压缩)建筑材料的程序同时对16个样品施加循环应变。本研究的一个关键发现是,表观模量的变化主要是由压缩集的潜在变化驱动的,压缩集是快速温度变化时结构应力的潜在关键因素。通过本研究中使用的原位材料性能评估,压缩集的检测成为可能。依赖于离线性能变化评估的老化试验可能会由于时间延迟而忽略或低估这种对密封胶刚度的影响,并且=或失去对原始零应力-零应变状态的跟踪。
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In Situ Measurement of Compression Set in Building Sealants During Outdoor Aging
The durability of sealants is dictated by many factors such as joint design, surface preparation, application, formulation, joint movement, and weather. Among these factors the link between formulation (material behavior) and weathering durability is difficult to assess in short term tests. We attempt to address this challenge by monitoring changes in apparent modulus during exposure to outdoor weathering and cyclic strain. This is accomplished via custom built systems that apply cyclic strain to 16 samples simultaneously via programs that simulate wood (cold compression) and concrete=metal (hot compression) construction materials. A key finding of the research presented here is that changes in apparent modulus are primarily driven by underlying changes in the compression set, a potentially critical contributor to stress in structures during rapid temperature changes. Detection of the compression set is made possible by the in situ material property assessments used in this research. Aging tests that rely on offline evaluation of property changes may miss or underestimate this effect on the sealant's stiffness due to time delay and=or losing track of the original zero stress-zero strain state.
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