振动与冲击载荷作用下固体火箭发动机结构响应等效模拟方法

    Equivalent simulation method of structural response of SRM under impact and vibration loads

    • 针对随机振动载荷作用下大型固体火箭发动机结构强度和疲劳寿命难以采用随机振动试验评估,以及全尺寸发动机(简称原型发动机)冲击试验成本高、风险大的问题,基于相似第二定理与量纲分析的方法,建立了缩比发动机与原型发动机在振动与冲击载荷作用下的等效模拟设计方法,提出了功率谱密度和跌落高度的等效计算方法,并采用有限元数值模拟验证了缩比发动机和原型发动机的模态、振型及其在振动、冲击载荷作用下的结构响应。结果表明:缩比发动机对原型发动机固有频率预测的最大误差为0.32%,两者的各阶振型分布高度一致;缩比发动机的频率响应经相似系数转换后,与原型发动机的频率响应基本相同。在等效随机振动载荷作用下,缩比发动机的均方根等效应力、均方根等效应变分别为0.029 MPa、0.25%,原型发动机则分别为0.023 MPa、0.19%,两者的计算结果较为接近;在等效冲击载荷作用下,缩比发动机和原型发动机的等效应力分别为2.53、2.55 MPa,等效应变分别为10.81%、10.89%。这表明可以使用缩比发动机预示原型发动机结构的固有频率、振型、频率响应、随机振动响应、疲劳寿命预估以及冲击载荷作用下的结构响应,从而大幅降低发动机的研制成本、周期和风险。

       

      Abstract: Aiming at the problems that it is difficult to evaluate the structural strength and fatigue life of a full-scale solid rocket motor (full-scale SRM) under random vibration loads via random vibration tests during development, and that conducting impact tests using the full-scale SRMs entails high cost and risks, this paper establishes an equivalent simulation design method for subscale SRM and full-scale SRM under vibration and impact loads based on the second similarity theorem and dimensional analysis. Meanwhile, equivalent calculation methods for power spectral density and equivalent height were proposed. The finite element numerical simulation method was adopted to verify the modal frequencies, vibration modes, structural responses of subscale and full-scale SRM under vibration and impact loads. The results show that: the maximum error in the natural frequency prediction of the full-scale SRM using the subscale SRM is 0.32%; the modal shapes at each order are highly consistent between the two models; the frequency response of the subscale SRM, after conversion using the similarity coefficient, is basically consistent with that of the full-scale SRM. In addition, under equivalent random vibration loads, the root-mean-square equivalent stress and strain of the subscale SRM are 0.029 MPa and 0.25%, respectively, while those of the full-scale SRM are 0.023 MPa and 0.19%, with similar calculation results. Under equivalent impact loads, the equivalent stresses of the subscale and full-scale SRM are 2.53 MPa and 2.55 MPa, respectively, and the equivalent strains are 10.81% and 10.89%, respectively. This demonstrates that the subscale SRM can be used to predict the natural frequencies, modal shapes, structural frequency responses, random vibration responses, fatigue life and structural responses under impact loads of full-scale SRM, thereby significantly reducing the development cost, cycle, and risks of SRMs.

       

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