长铝合金和中间铝合金2014-T4柱压缩屈曲的测定

Saad T. Faris, Amjad M. Bader
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引用次数: 0

摘要

对2014-T4铝合金长柱和中间柱进行了压缩屈曲应力试验。采用24个试样,分为两组(喷丸强化和超声冲击强化前(SP +UIP) 12个试样,喷丸强化和超声冲击强化后(SP +UIP) 12个试样)。由于(SP +UIP),材料的抗拉强度(UTS)和屈服强度(YS)分别提高了2.60%和3.030%。利用ANSYS 18.2 (APDL)软件,结合欧拉和约翰逊理论对临界屈曲载荷(Pcr)进行估算,并与实验结果进行比较。结果发现,Euler和Johnson的理论与理论与实验工作具有较强的一致性,实验前后长柱和中柱的安全系数分别为(1.6,2.3)和(1.7,2.5)(SP +UIP)。相比之下,ANSYS 18.2 (APDL)对SP +UIP前后的长列和中列的安全系数分别为(2.1和2.6)和(1.8和2.6),提供了很好的预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Determinations of Compression Buckling for Long and Intermediate Aluminum Alloy 2014-T4 Columns
Experimental tests were carried out on long and intermediate columns of 2014-T4 aluminum alloy stressed to compression buckling. 24 samples were used, divided into two groups (12 specimens before shot peening and ultrasonic impact peening (SP +UIP) and the rest after (SP +UIP)). The ultimate tensile strength (UTS) and yield strength (YS) were improved due (SP +UIP) by 2.60% and 3.030%, respectively. ANSYS 18.2 (APDL) with the theories of Euler and Johnson was theories was used to estimate the critical buckling load (Pcr) and compare the results with the experimental work. It was found that there was strong agreement between the theories of Euler and Johnson and theories and the experimental work, with safety factors of (1.6, 2.3) and (1.7, 2.5) for long and medium columns before and after the experiment, respectively (SP +UIP). In contrast, ANSYS 18.2 (APDL) provided good predictions with a safety factor of (2.1 and 2.6) and (1.8 and 2.6) for long and medium columns before and after (SP +UIP), respectively.
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