کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
5015434 | 1464042 | 2017 | 27 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Nonlinearity of interfaces and force transmission of bolted flange joints under impact loading
ترجمه فارسی عنوان
غیر خطی بودن اتصالات و انتقال نیروی اتصالات فلنجی تحت بارگذاری ضربه
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کلمات کلیدی
مفصل پیچ فلنج، لرزش، پاسخ شوک، بار ضربه اینترفیس ها، انتقال نیرو،
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی مکانیک
چکیده انگلیسی
Vibration of flange joints and force transmission characteristics of connection interfaces are important due to concerns over the structural strength and signal identification in engineering structures such as missiles and rockets. However, nonlinear factors such as clearance, damping and discontinuous interfaces make it difficult to predict the responses under specific excitations such as shock impacts. This paper proposed a typical configuration of a bolted flange joint and investigated the response of vibration and dissipation of the joint under a series of impact loadings. The amplitude of excitation was 120â¯MPa, and the duration of the loading ranged from 20â¯Î¼s to 200â¯Î¼s. The excitations of high amplitude and frequency lead to a vibrational response coupled to a shock response of the joints. The connecting interfaces contributed to the distortion of the shockwave and changed its frequency, which can be characterized by the factor α. Those interfaces were also sources of energy dissipation, and their effect decreased as the frequency of excitation decreased. This methodology is helpful for predicting the local behavior of joints in a complex engineering structure under extreme conditions.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Impact Engineering - Volume 109, November 2017, Pages 214-223
Journal: International Journal of Impact Engineering - Volume 109, November 2017, Pages 214-223
نویسندگان
Guo Yacong, Wei Yanpeng, Yang Zhe, Huang Chenguang, Wu Xianqian, Yin Qiuyun,