Creep Properties Assessment of Materials by a Small Cantilever Beam Specimen

Fakun Zhuang, S. Tu, Guoshan Xie, S. Shao, Luowei Cao
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引用次数: 1

Abstract

Small specimen creep test techniques have been widely applied in the creep properties assessment of materials for the equipment in-service. In order to acquire the creep data accurately and conveniently, the creep test method with small cantilever beam specimens is proposed. On the basis of Norton-Bailey creep law, analytical creep model for the cantilever beam specimen is derived. With this model, the load can be converted to equivalent uniaxial stress and the displacement rate can be converted to equivalent uniaxial strain rate. The creep properties of Cr-Mo steel are assessed by the cantilever beam specimens creep tests. And the creep parameters are evaluated, which are compared to the uniaxial creep parameters. The results show that parameters obtained from the cantilever beam tests correspond reasonably well with those from uniaxial tests. It proves that the primary and secondary creep properties can be assessed by the cantilever beam specimen tests.
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用小悬臂梁试件评价材料的蠕变特性
小试件蠕变试验技术在现役装备材料蠕变性能评估中得到了广泛应用。为了准确方便地获取蠕变数据,提出了小悬臂梁试件蠕变试验方法。基于Norton-Bailey蠕变定律,推导了悬臂梁试件的解析蠕变模型。利用该模型,可以将荷载转换为等效单轴应力,将位移率转换为等效单轴应变率。通过悬臂梁试件蠕变试验,对Cr-Mo钢的蠕变性能进行了评价。计算了蠕变参数,并与单轴蠕变参数进行了比较。结果表明,悬臂梁试验参数与单轴试验参数吻合较好。试验结果表明,通过悬臂梁试件试验可以评估混凝土的一次和二次蠕变特性。
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