Vibration of pipelines under flexural dynamic loads

D. Pavlou
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引用次数: 4

Abstract

A SYSTEM OF eight-coupled first-order partial differential equations describing the vibration response of pipelines under external flexural loads is derived. The decoupling of these equations yields a system of eight fourth-order partial differential equations. An analytical solution is achieved with the aid of integral transforms. Vibration analysis of pipelines subjected to impact and harmonic loads is provided.
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管道在弯曲动载荷作用下的振动
导出了一个描述管道在外弯曲荷载作用下振动响应的八耦合一阶偏微分方程组。这些方程的解耦得到一个由八个四阶偏微分方程组成的方程组。利用积分变换得到了解析解。给出了管道在冲击载荷和谐波载荷作用下的振动分析。
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