The press-fit connector is a typical plug-and-play solderless connection,and it is widely used in signal transmission in fields such as communication and automotive devices.This paper focuses on inverse designing and ...The press-fit connector is a typical plug-and-play solderless connection,and it is widely used in signal transmission in fields such as communication and automotive devices.This paper focuses on inverse designing and optimization of geometric structure,as well as insertion-withdrawal forces of press-fit connector using artificial neural network(ANN)-assisted optimization method.The ANN model is established to approximate the relationship between geometric parameters and insertion-withdrawal forces,of which hyper-parameters of neural network are optimized to improve model performance.Two numerical methods are proposed for inverse designing structural parameters(Model-I)and multi-objective optimization of insertion-withdrawal forces(Model-II)of press-fit connector.In Model-I,a method for inverse designing structure parameters is established,of which an ANN model is coupled with single-objective optimization algorithm.The objective function is established,the inverse problem is solved,and effectiveness is verified.In Model-II,a multi-objective optimization method is proposed,of which an ANN model is coupled with genetic algorithm.The Pareto solution sets of insertion-withdrawal forces are obtained,and results are analyzed.The established ANN-coupled numerical optimization methods are beneficial for improving the design efficiency,and enhancing the connection reliability of the press-fit connector.展开更多
抗拔不抗剪(uplift-restricted and slip-permitted,URSP)连接件技术,通过释放组合梁负弯矩区的部分组合作用,达到降低混凝土板拉应力的目的,是一种新型组合技术。该文研究发现:布置抗拔不抗剪连接件时,界面抗剪区域和界面不抗剪区域存...抗拔不抗剪(uplift-restricted and slip-permitted,URSP)连接件技术,通过释放组合梁负弯矩区的部分组合作用,达到降低混凝土板拉应力的目的,是一种新型组合技术。该文研究发现:布置抗拔不抗剪连接件时,界面抗剪区域和界面不抗剪区域存在耦合受力现象,该耦合受力对抗拔不抗剪组合梁的抗裂机制有较大影响。以往关于抗拔不抗剪组合梁的研究很少提及类似耦合效应,不能正确揭示抗拔不抗剪组合梁的受力性能。为了正确考虑不同界面连接区域的耦合受力带来的影响,该研究采用连续组合梁开展试验研究。试验制作并测试了3个连续组合梁试件。该文从6个方面对试件的性能进行详细地对比和分析,具体包括:开裂荷载、裂缝分布和发展模式、界面滑移、变形和刚度、内力重分布情况和应变分布。研究发现:抗拔不抗剪连接件能实现部分组合作用的释放,对负弯矩区混凝土裂缝宽度的控制有显著作用;同时,采用抗拔不抗剪连接件,对组合梁的刚度、承载力、钢梁应变等几乎没有影响。展开更多
基金supported by the National Natural Science Foundation of China(No.52005378)the opening project fund of Materials Service Safety Assessment Facilities(No.MSAF-2021-107).
文摘The press-fit connector is a typical plug-and-play solderless connection,and it is widely used in signal transmission in fields such as communication and automotive devices.This paper focuses on inverse designing and optimization of geometric structure,as well as insertion-withdrawal forces of press-fit connector using artificial neural network(ANN)-assisted optimization method.The ANN model is established to approximate the relationship between geometric parameters and insertion-withdrawal forces,of which hyper-parameters of neural network are optimized to improve model performance.Two numerical methods are proposed for inverse designing structural parameters(Model-I)and multi-objective optimization of insertion-withdrawal forces(Model-II)of press-fit connector.In Model-I,a method for inverse designing structure parameters is established,of which an ANN model is coupled with single-objective optimization algorithm.The objective function is established,the inverse problem is solved,and effectiveness is verified.In Model-II,a multi-objective optimization method is proposed,of which an ANN model is coupled with genetic algorithm.The Pareto solution sets of insertion-withdrawal forces are obtained,and results are analyzed.The established ANN-coupled numerical optimization methods are beneficial for improving the design efficiency,and enhancing the connection reliability of the press-fit connector.
文摘抗拔不抗剪(uplift-restricted and slip-permitted,URSP)连接件技术,通过释放组合梁负弯矩区的部分组合作用,达到降低混凝土板拉应力的目的,是一种新型组合技术。该文研究发现:布置抗拔不抗剪连接件时,界面抗剪区域和界面不抗剪区域存在耦合受力现象,该耦合受力对抗拔不抗剪组合梁的抗裂机制有较大影响。以往关于抗拔不抗剪组合梁的研究很少提及类似耦合效应,不能正确揭示抗拔不抗剪组合梁的受力性能。为了正确考虑不同界面连接区域的耦合受力带来的影响,该研究采用连续组合梁开展试验研究。试验制作并测试了3个连续组合梁试件。该文从6个方面对试件的性能进行详细地对比和分析,具体包括:开裂荷载、裂缝分布和发展模式、界面滑移、变形和刚度、内力重分布情况和应变分布。研究发现:抗拔不抗剪连接件能实现部分组合作用的释放,对负弯矩区混凝土裂缝宽度的控制有显著作用;同时,采用抗拔不抗剪连接件,对组合梁的刚度、承载力、钢梁应变等几乎没有影响。
