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V形斜缺口薄板结构应力场评估方法研究

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文中对含有复杂V形倾斜角的薄板结构应力场进行了理论分析和数值研究.通过建立奇异强度因子as与缺口应力强度因子N-SIF的关系,获得无量纲的N-SIF,在此基础上建立一系列不同几何尺寸、张开角与倾斜角下的有限板宽的斜裂纹切口薄板模型,对切口的应力场进行简化与拟合.通过控制变量法得到奇异强度因子与无量纲N-SIF的关系曲线,拟合得到简易的V形倾斜角的薄板结构应力场和N-SIF评估公式.将拟合出的N-SIF简化计算公式和有限元计算结果与传统文献计算结果进行对比与误差分析.结果表明:拟合出的应力场公式精度较高,可实现复杂倾斜角下V形切口应力场的快速评估.
Research on Stress Field Evaluation Method of V-shaped Inclined Notch Thin Plate Structure
The stress field of thin plate structure with complex V-shaped inclination angle was theoreti-cally analyzed and numerically studied.By establishing the relationship between singular intensity fac-tor"as"and notch stress intensity factor(N-SIF),dimensionless N-SIF was obtained.On this basis,a series of thin plate models with limited plate width under different geometric dimensions,opening angles and inclination angles were established,and the stress field formula of the notch was simplified and fitted.The relationship curve between singular strength factor and dimensionless N-SIF was ob-tained by the control variable method,and the simple stress field and N-SIF evaluation formula of thin plate structure with V-shaped inclination angle were obtained by fitting.The fitted simplified calcula-tion formula of N-SIF was compared with the results of finite element method and the results of tradi-tional literature,and the error was analyzed.The results show that the fitted stress field formula has high accuracy,which can realize the rapid evaluation of the stress field of V-notch under complex in-clination angle.

V-shaped incisionsingular intensity factor asnotch stress intensity factor(N-SIF)incli-nation anglestress field assessment

谌伟、王宇强、梁贵明、徐双喜、邱屿

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高性能舰船技术教育部重点实验室 武汉 430063

武汉理工大学船海与能源动力工程学院 武汉 430063

V形切口 奇异强度因子"as" 缺口应力强度因子(N-SIF) 倾斜角 应力场评估

国家自然科学基金武汉理工大学三亚科教创新园项目

516091852020KF0038

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(3)
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