Lin Zhenhao, Li Shanqing
MOE Key Laboratory of Disaster Forecast and Control in Engineering, School of Mechanics and Construction Engineering, Jinan University, Guangzhou, 510623, China.
Heliyon. 2024 Aug 15;10(16):e36369. doi: 10.1016/j.heliyon.2024.e36369. eCollection 2024 Aug 30.
This study analyses the interfacial mechanical behaviour of adhesive-bonded pipe joints under dynamic loading conditions. First, a mechanical model of the bonding interface of a pipe joint was established. Next, computational formula for the interfacial slip and shear stress in the pipe joints were obtained using variable separation, eigenfunction expansion, and Laplace transform methodologies. Further, the effects of various parameters, including the loading duration, bond length, adhesive layer thickness, stress rate, adhesive shear modulus, elastic moduli of the main pipe and coupler pipe, and adhesive-layer thickness, on the mechanical response of the pipe joints were assessed. The goal is to study the impact of these parameters on the maximum shear stress, interfacial slip, and normal stress in the main and coupler pipes, their effects on the pipe joint strength can be determined, thereby providing a theoretical basis for the design of practical pipe-joint configurations. The innovation of this study is as follows: it considers high-stress-rate dynamic loads for formulating complete mathematical equations. Further, it employs theoretical methods to calculate the relative slip and shear stress in pipe joints, through which theoretical formulas for engineering applications of adhesive-bonded pipe joints were derived. Additionally, the study analyses the impact of various parameters on the dynamic mechanical behaviour of the adhesive layer at the pipe joint interface, leading to a deeper understanding of the interface mechanical behaviour characteristics and key parameters to be considered while receiving dynamic loads in pipe joints.
本研究分析了动态加载条件下胶粘管接头的界面力学行为。首先,建立了管接头粘结界面的力学模型。其次,采用变量分离、特征函数展开和拉普拉斯变换方法,得到了管接头界面滑移和剪应力的计算公式。此外,评估了包括加载持续时间、粘结长度、粘结层厚度、应力率、胶粘剂剪切模量、主管和连接管的弹性模量以及粘结层厚度等各种参数对管接头力学响应的影响。目的是研究这些参数对主管和连接管中最大剪应力、界面滑移和法向应力的影响,从而确定它们对管接头强度的作用,为实际管接头结构的设计提供理论依据。本研究的创新点如下:考虑高应力率动态载荷来建立完整的数学方程。此外,采用理论方法计算管接头中的相对滑移和剪应力,据此推导了胶粘管接头工程应用的理论公式。另外,该研究分析了各种参数对管接头界面粘结层动态力学行为的影响,从而更深入地了解界面力学行为特征以及管接头承受动态载荷时需考虑的关键参数。