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首页> 外文期刊>Magazine of Concrete Research >Measurements of internal cracking in punching test slabs without shear reinforcement
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Measurements of internal cracking in punching test slabs without shear reinforcement

机译:无剪切增强的冲孔试验板内部裂纹的测量

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摘要

Advancing the knowledge about the punching behaviour of flat slabs has been held back by the fact that only indirect measurements of the internal failure mechanism have typically been available. In this paper, a novel experimental approach for tracking the formation and development of cracks inside punching test specimens is presented. In six full-scale specimens without shear reinforcement, 48-64 measurement points were installed inside small holes drilled on the soffits of the slabs. During the punching tests, the displacements of these points were followed at various levels of load with a high-precision coordinate measuring arm. Development of inclined flexural cracks (called the critical shear cracks) from the tension chord to the neutral axis was observed in every specimen. In some cases, the punching failures occurred along these cracks. However, in other cases, new lower-angled failure cracks developed, either at the moment of failure or already at earlier stages of loading. These cracks had very different patterns of development, even between two monitored sides of the same specimen, although the specimens were nominally axis-symmetric.
机译:由于通常只能对内部破坏机制进行间接测量,因此阻碍了对扁板冲孔性能的了解。本文提出了一种新颖的实验方法,用于跟踪冲压试样内部裂纹的形成和发展。在六个没有剪切补强的全尺寸标本中,将48-64个测量点安装在板的拱腹上钻的小孔内。在冲孔测试期间,使用高精度的坐标测量臂在不同载荷水平下跟踪这些点的位移。在每个样本中都观察到了从拉力弦到中性轴的倾斜弯曲裂纹(称为临界剪切裂纹)的发展。在某些情况下,沿着这些裂纹会发生冲压失败。但是,在其他情况下,无论是在故障发生时还是在加载的早期阶段,都会出现新的小角度破坏裂纹。这些裂纹甚至在同一样品的两个受监测面之间都有非常不同的发展模式,尽管这些样品名义上是轴对称的。

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