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首页> 外文期刊>KSCE journal of civil engineering >Strength Prediction of a Single Tooth Bound to Composite Pre-tightened Tooth Connection (PTTC) Joints based on Different Failure Criteria
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Strength Prediction of a Single Tooth Bound to Composite Pre-tightened Tooth Connection (PTTC) Joints based on Different Failure Criteria

机译:基于不同故障标准的复合预紧齿连接(PTTC)关节的单齿的强度预测

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摘要

A method capable to predict the strength of single tooth bound to composite pre-tightened tooth connection (PTTC) joints is presented. The proposed method uses four representative failure criteria: max-stress, Tsai-Hill, Tsai-Wu and Hashin. The characteristic length method is also used to obtain prediction strengths. Three types of experiments of single PTTC joints were conducted using the following variations: 1) tooth depth, 2) tooth length, and 3) pre-tightened force. The experimental results were compared with the two-dimensional failure envelope diagram calculated using the four representative failure criteria. The physical nature and the strength predictive ability of each criterion were investigated. The obtained results show that the shear failure mode of single PTTC joint was accurately predicted by all four failure criteria. However, the Tsai-Wu criterion when compared to Maximum Stress, Tsai-Hill and Hashin criteria, exhibits better accuracy regarding the prediction strength of single PTTC joints, this is due to the fact that the Tsai-Wu criterion reflects more accurately the increase in the interlaminar shear strength caused by the transverse compressive stress.
机译:呈现了一种能够预测与复合预紧齿连接(PTTC)接头的单齿强度的方法。该方法采用四个代表性故障标准:Max-Regress,Tsai-Hill,Tsai-Wu和Hashin。特征长度法也用于获得预测强度。使用以下变化进行单个PTTC关节的三种类型的实验:1)齿深,2)齿长和3)预紧力。将实验结果与使用四个代表性故障标准计算的二维故障包络图进行了比较。研究了每个标准的物理性质和强度预测能力。得到的结果表明,所有四个故障标准都准确地预测了单PTTC接头的剪切失效模式。然而,与最大应力,Tsai-hill和Hashin标准相比,Tsai-Wu标准在单个PTTC关节的预测强度上表现出更好的准确性,这是由于Tsai-Wu标准更准确地增加了由横向压缩应力引起的间隔剪切强度。

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