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飞机结构声疲劳分析与抗声疲劳设计 被引量:6
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作者 张秀义 《航空学报》 EI CAS CSCD 北大核心 1992年第3期A197-A201,共5页
本文应用一种快速分析方法计算了多种飞机典型结构件。用不同结构形状的结构响应频率确定声谱和声疲劳累积损伤率。用一种DSR(细节声额定值)系统确定声疲劳品质。文章最后叙述了飞机结构的抗声疲劳设计。
关键词 声疲劳 累积损伤率 细节声额定值
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Master Curve Method of Cumulative Damage for Prediction of Service Life
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作者 沈庭芳 赵伯华 《Journal of Beijing Institute of Technology》 EI CAS 1999年第1期109-113,共5页
Aim To study the theory and method for the prediction of service life of solid rocket propellant grain. Methods With the aid of discontiguous diagnostic technology and method of accumulated damage using accelerated... Aim To study the theory and method for the prediction of service life of solid rocket propellant grain. Methods With the aid of discontiguous diagnostic technology and method of accumulated damage using accelerated aging or heat air oven, the aging isotherms for void content versus aging time were determined. According to the principle of time temperature equivalence the viscoelastic master curve for the prediction of service life were obtained. Results and Conclusion The service life of HMX CMDB solid rocket propellant grain were obtained. Because the critical storage life is measured, the accuracy of predicting the service life of the grain has been increased greatly. 展开更多
关键词 void content thermal aging cumulative damage service life
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Hybrid reliability model for fatigue reliability analysis of steel bridges 被引量:1
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作者 曹珊珊 雷俊卿 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第2期449-460,共12页
A kind of hybrid reliability model is presented to solve the fatigue reliability problems of steel bridges. The cumulative damage model is one kind of the models used in fatigue reliability analysis. The parameter cha... A kind of hybrid reliability model is presented to solve the fatigue reliability problems of steel bridges. The cumulative damage model is one kind of the models used in fatigue reliability analysis. The parameter characteristics of the model can be described as probabilistic and interval. The two-stage hybrid reliability model is given with a theoretical foundation and a solving algorithm to solve the hybrid reliability problems. The theoretical foundation is established by the consistency relationships of interval reliability model and probability reliability model with normally distributed variables in theory. The solving process is combined with the definition of interval reliability index and the probabilistic algorithm. With the consideration of the parameter characteristics of the S-N curve, the cumulative damage model with hybrid variables is given based on the standards from different countries. Lastly, a case of steel structure in the Neville Island Bridge is analyzed to verify the applicability of the hybrid reliability model in fatigue reliability analysis based on the AASHTO. 展开更多
关键词 hybrid reliability model (HRM) consistency relationships linear and bilinear S-N curve fatigue reliability normal distribution
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Q460D高强钢及其螺栓连接疲劳性能试验研究 被引量:9
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作者 郭宏超 皇垚华 +1 位作者 刘云贺 简政 《建筑结构学报》 EI CAS CSCD 北大核心 2018年第8期165-172,共8页
为研究Q460D高强度钢材螺栓连接的疲劳性能,对Q460D高强钢母材、有孔板和螺栓连接3组试件进行了疲劳试验,拟合了Smax-N曲线,并与采用我国规范GB 50017—2003和美国规范ANSI/AISC 360-10相关公式的计算结果进行了分析对比。结果表明:疲... 为研究Q460D高强度钢材螺栓连接的疲劳性能,对Q460D高强钢母材、有孔板和螺栓连接3组试件进行了疲劳试验,拟合了Smax-N曲线,并与采用我国规范GB 50017—2003和美国规范ANSI/AISC 360-10相关公式的计算结果进行了分析对比。结果表明:疲劳试验数据总体较离散,但均在95%置信区间内,拟合的Smax-N曲线能反映不同应力幅下试件的疲劳寿命,具有较高可靠度;由于Q460D钢材硬度大,塑性变形能力较差,对缺陷比较敏感;有孔板和螺栓连接试件的应力集中系数均在2以上。其中母材、有孔板的疲劳极限应力试验值分别是采用GB 50017—2003相关公式的计算结果的2.01、1.45倍,是ANSI/AISC 360-10相关公式的计算结果的2.32、1.91倍;螺栓连接试件的疲劳极限应力试验值略低于GB50017—2003相关公式计算值,是ANSI/AISC 360-10的1.07倍,表明ANSI/AISC 360-10的相关公式更适用于Q460D高强钢螺栓连接疲劳性能的评估。 展开更多
关键词 Q460D高强钢 疲劳极限 疲劳试验 Smax-N曲线 应力集中 累积损伤率
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