船用柴油机气门推杆结合部杆身与钢球焊接质量检测方法的改进

本文分析了拉力法检测船用柴油机气门推杆的杆身与钢球之间的焊接质量,提出了压力检测的原理和方法,保证了焊接质量检测的合理性。     

Determination of t8/5 cooling times for underwater local dry welding of steel

Knowledge of thermal history is the basic condition for studying the structure - properties of welded joints. The determinant of thermal history is the thermal cycle, whose in-situ measurements are still a big challenge. Water as the welding environment complicates this issue even more. The article presents a method to determine an equation for calculating t_8/5 cooling times for underwater gas metal arc welding of unalloyed steels using the local dry cavity method. The work uses the contact method of temperature measurements with the use of thermocouples to obtain the temperature changes of the points of welded joints covered by the thermal field. On this basis, the values of the t_8/5 cooling times were determined. A regression analysis of the Response Surface Method was used to determine the equation, which resulted in a second-order model with interactions. Statistically significant factors were determined (thickness of welded elements and heat input value) and the model veracity was confirmed as the assumptions of normality and homogeneity of variance (homoscedasticity) of the residuals were met. The t_8/5 cooling time values depend on the thickness of the welded elements and heat input value in a nonlinear way. In terms of the test conditions, the cooling times ranged from 3.0 to 7.7 s. The equation allowed for the calculation of t_8/5 cooling times during underwater welding of unalloyed steels using the local dry cavity method based on the variability of the experimental conditions with satisfactory accuracy.     

工艺参数对原油船用耐蚀钢DWSAW焊接接头的影响

论述前后丝模式、焊接电流、焊接电压和焊接速度对国产原油船用耐蚀钢双丝埋弧焊（Double Wire Submerged Arc Welding，DWSAW）焊缝成型的影响，开展耐蚀钢DWSAW工艺试验，分析耐蚀钢DWSAW焊接接头的力学性能和耐腐蚀性能。结果表明，国产原油船用耐蚀钢具有良好的DWSAW适应性，采用合适的焊接工艺可获得力学性能和耐腐蚀性能兼顾的焊接接头。     

先斜拉后悬索组合梁自锚式悬索桥桥面板浇筑方案研究

以一拟建钢-UHPC组合梁自锚式悬索桥为工程背景，建立全桥空间有限元杆系结构模型，研究了在“先斜拉后悬索”的施工过程中，UHPC桥面板浇筑阶段、UHPC桥面板的分段浇筑方案对加劲梁受力性能的影响。研究结果表明：UHPC桥面板在临时斜拉桥成桥后浇筑，在最终成桥状态下桥面板和钢梁的受力性能均优于在吊杆张拉完成后浇筑和在斜拉-悬索体系转换完成后浇筑；在临时斜拉桥成桥后浇筑UHPC桥面板，先浇筑斜拉索区梁段后浇筑中支点附近梁段，在最终成桥状态下中跨桥面板和钢梁的受力性能均优于先浇筑中支点附近梁段后浇筑斜拉索区梁段。