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411.
Due to the spatial complexity and fabrication characteristics of offshore platforms, it is inevitable to encounter overlaps or proximity of weld lines in tubular joints. Several international standards such as American Petroleum Institute (API), American Welding Society (AWS), and American Institute of Steel Construction (AISC) regulate the minimum distance between primary weld beads; however, any logical and detailed background of this limitation has not been presented. For a non-compliant weld joint where the regulation is not met, fracture toughness calculation is a typical index to verify the structural integrity.This research consists of two parts. First, weld residual stress distributions are calculated by a 3D thermo-mechanical nonlinear Finite Element Analysis. Two crossing welds, a T-weld crossing on a butt weld, are simulated in one model. A separate tee and a butt welding simulations are also performed for a comparative purpose. Second, SIFs and J-integral values are calculated at the surface and deepest crack tip locations for four different types of semi-elliptical surface cracks. Four cracks are embedded into the weld model and the residual stress distribution from the 3D thermo-mechanical FEA are mapped to a 3D FE crack model as initial conditions. An additional axial tensile load is also imposed. SIF values are compared with those using the weighting function method for the butt weld model subject to three load cases, i.e., tensile stress only, weld residual stress only, and both of them. From the simulation, a tubular joint containing a chord girth weld intersected with weld beads of brace is found to show lower the SIF values than that having only a girth weld on chord. 相似文献
412.
[Objective]In order to study the dynamic response characteristics and influence laws of a marine gear transmission-propulsion system, a series of bench tests is carried out.[Methods]First, a biaxial gear transmission-propulsion system test bench including a cross connection gear is built. Experiments to test the acceleration response of the gearbox body and propulsion shaft system are then carried out, and the influence of speed, driving mode, axial static thrust, axial dynamic excitation force from the propeller and other factors on the dynamic response characteristics of the system are compared and analyzed. [Results]The experimental results show that the transmission law of the vibration acceleration response of the gear transmission-propulsion system is mainly at the meshing frequency and its multipliers, as well as peaks in the low frequency band of 30–80 Hz under certain working conditions. [Conclusion]This study can provide technical support for the vibration and noise reduction design of gear transmission-propulsion systems. © 2022 Journal of Clinical Hepatology. All rights reserved. 相似文献
413.
正交异性钢桥面板的疲劳开裂问题是制约桥梁工程可持续发展的关键难题,亟需发展具有高疲劳抗力的正交异性钢桥面板。同时引入纵肋与顶板新型双面焊构造细节和纵肋与横隔板新型交叉构造细节2类构造细节,提出了一种高疲劳抗力钢桥面板,设计了2个足尺节段模型,通过模型试验确定了纵肋与顶板传统单面焊构造细节和新型双面焊构造细节的疲劳开裂模式和疲劳性能,采用扫描电子显微镜(SEM)确定了单面焊构造细节焊根和双面焊构造细节焊趾的初始微裂纹尺度;研究了纵肋与横隔板传统交叉构造细节和新型交叉构造细节的疲劳开裂模式。研究结果表明:纵肋与顶板传统单面焊构造细节的疲劳裂纹起裂于顶板焊根并沿顶板厚度方向扩展,其疲劳强度为98.7 MPa,新型双面焊构造细节的疲劳裂纹起裂于顶板内侧焊趾并沿顶板厚度方向扩展,其疲劳强度为123.2 MPa;传统单面焊构造细节焊根的初始微裂纹尺度显著大于新型双面焊构造细节焊趾的初始微裂纹尺度,初始微裂纹尺度的差异是2种开裂模式的疲劳抗力存在显著差异的主要原因;纵肋与横隔板传统交叉构造细节的疲劳裂纹起裂于纵肋腹板焊缝端部焊趾并沿纵肋腹板扩展,新型交叉构造细节的疲劳裂纹起裂于纵肋底板焊缝端部焊趾并沿纵肋底板扩展,2类构造细节的起裂次数基本一致,但新型交叉构造细节的疲劳裂纹扩展速率远低于传统构造细节;相同加载条件下,高疲劳抗力钢桥面板结构体系的疲劳寿命显著优于传统钢桥面板结构体系。 相似文献
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为解决传统衬砌台车在隧道衬砌施工中存在的跑模、振捣强度大、搭接部易损坏等问题,以及减少衬砌空洞、裂缝、掉块等病害,通过引进装备设计和信息化设计的理念,结合传统施工工艺,研制了一款可带压浇筑的新型隧道数字化衬砌台车。该台车具有双浇筑技术、带压入模技术、高频振捣技术、软搭接技术以及数字化控制技术,并已在湖北罗家山隧道进行初次使用,取得了良好的施工效果。双浇筑系统将混凝土浇筑时间由12 h缩短至8 h,高频振捣使混凝土充分捣固,气泡数量明显减少,有效地解决了衬砌质量问题,降低了人员劳动强度。同时,信息集成传输系统的应用,一定程度上实现了衬砌施工的机械化、信息化和智能化。 相似文献
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418.
The use of a glass-fiber reinforced composite in marine structures is becoming more common, particularly due to the potential weight savings. The mechanical response of the joint between a glass-fiber ... 相似文献
419.
北京地铁2号线鼓楼大街站西北出入口通道与污水管线位置冲突,导致已完成的明挖结构需进行下沉改造。采用桩间止水帷幕及基底加固等措施,解决了富水条件下出入口明挖段加深改造围护桩嵌固深度不够的问题,确保了改造时基坑的安全; 通过防水方案优化及接缝处理等措施,解决了新旧防水结合的问题,实现了新旧结构的良好过渡,确保了施工质量。 相似文献
420.