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Tension Characteristics of Notched Specimens for Al-Li-Cu-Zr Alloy Sheets with Various Cerium Contents

机译:铈含量不同的Al-Li-Cu-Zr合金薄板缺口试样的拉伸特性

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摘要

In the present article, the high strength Al-Li-Cu-Zr alloy sheets modified by a rare earth element, Ce, are considered for possible application in practical aircraft products containing structural notches or stress concentrations; accordingly, a study has been made on the effects of stress concentration levels and Ce contents on the tension strength of notched specimens for the alloy sheets. Moreover, a discussion has been set off on the theoretical predictability on the basis of a theoretical expression for the notch strength by means of the mechanical properties of the smooth specimens. The test results show that when the stress concentration level increases, the notch strength linearly decreases in the double logarithmic coordinate; by comparison with the Ce-free alloy, the Ce-containing alloy sheets exhibit an insignificantly varying notch strength when the Ce content changes from 0.13 to 0.31 wt pct in the transverse orientation specimens or is 0.21 wt pct in the longitudinal orientation specimens even though their ductility for the smooth specimens can be improved to a certain degree by the Ce modification. The test data of notched specimens under the theoretical stress concentration factor (K_t) from 2.0 to 8.0 agree better with the predicted values of notch strength. Therefore, in accordance with some engineering properties such as the ultimate tensile strength (UTS), percentage elongation (EL), and Young's modulus (E) of the smooth specimens, the notch strength of the alloy sheets under plane strain state can be easily estimated in a certain range of stress concentration levels.
机译:在本文中,考虑了用稀土元素Ce改性的高强度Al-Li-Cu-Zr合金薄板可能在包含结构缺口或应力集中的实际飞机产品中的应用。因此,已经研究了应力集中水平和Ce含量对合金薄板缺口试样的拉伸强度的影响。此外,已经借助于光滑试样的机械性能基于缺口强度的理论表达式对理论可预测性进行了讨论。测试结果表明,当应力集中水平增加时,缺口强度在双对数坐标下线性减小;在应力集中水平下,缺口强度呈线性下降。与不含Ce的合金相比,当Ce含量在横向取向试样中从0.13 wt%转变为0.31 wt%或在纵向取向试样中为0.21 wt%时,含铈合金薄板的缺口强度变化不明显。铈的修饰可以在一定程度上提高光滑试样的延展性。在理论应力集中系数(K_t)为2.0至8.0的条件下,缺口试样的测试数据与缺口强度的预测值更好地吻合。因此,根据光滑试样的极限抗拉强度(UTS),伸长率百分数(EL)和杨氏模量(E)等一些工程特性,可以很容易地估计出平面应变状态下合金板的缺口强度在一定范围内的应力集中水平。

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