隧道波纹钢板套衬接头抗弯性能有限元分析

为进一步探讨隧道波纹钢套衬结构纵向连接接头的安全性和适用性问题，对不同型号拼装式波纹钢板纵向接头抗弯力学性能进行研究，选取200 mm×55 mm、300 mm×110 mm和400 mm×150 mm 3种型号波纹钢板试件进行接头抗弯数值模拟。共设计12种工况，对比不同规格螺栓的应力分布规律、变形破坏形式及不同螺栓预紧力条件下的法兰板极限承载力及变形破坏特征，就螺栓应力、跨中挠度、极限承载力、法兰板接缝张开量及塑性破坏等方面进行深入分析。研究结果表明： 1）螺栓主要受拉弯变形，内侧螺栓较外侧螺栓受力更大，率先达到屈服状态； 2）接头薄弱点主要在于法兰板，其更容易发生变形破坏； 3）螺栓预紧力对波纹钢板的极限承载力、跨中挠度及接缝张开量均有一定的影响； 4）大波形波纹钢板极限抗弯承载能力约为深波形和中波形的1.36倍和1.67倍。     

基于ANSA的某汽车仪表板异响有限元分析及优化

汽车噪声大致可以分成两类:稳态持续噪声和瞬态噪声。路面噪声、发动机噪声等都是稳态持续噪声这一类,而异响一般都属于瞬态噪声。近些年来消费者越来越重视异响噪声。文章简要介绍了一种在汽车设计前期进行的,针对仪表板异响的分析优化方案。应用ANSA软件的前处理插件,可以快速对异响风险位置建立E-line;其后处理软件META可以快速对结果进行处理,并进行原因诊断,在设计前期给出指导建议。     

乌鞘岭隧道弹性支承块式整体道床施工技术

简要介绍了乌鞘岭隧道左线出口弹性支承块式整体道床设计和施工情况，对其施工工艺、进度及质量控制措施等作了论述，以期为今后同类工程施工提供参考。     

钢筋插入式灌浆波纹管连接锚固性能试验研究

为了研究钢筋插入式灌浆波纹管连接锚固性能,对24个试件进行拉拔试验,分析钢筋锚固长度、波纹管外径与钢筋直径的相对比值对锚固性能的影响。研究结果表明,试件破坏形式主要表现为钢筋拉断和金属波纹管拔出;当锚固长度不小于10倍钢筋直径时,试件均为钢筋拉断;当锚固长度为7倍钢筋直径且直径的相对比值较大时,钢筋的锚固性能表现更佳。在实际工程中,当波纹管外径与钢筋直径的相对比值与本试验接近时,锚固长度可取10倍钢筋直径。     

基础设施公私合营模式融资影响因素及空间溢出效应研究

在城市层面，影响基础设施PPP(公私合营模式)项目融资额的因素具有多样性。本文基于 2015—2017年我国地级市面板数据，采用空间回归模型对地级市基础设施PPP项目融资额的影 响因素进行实证分析，并验证了PPP项目融资额在空间层面具有溢出效应。研究结果表明：空间 误差模型相比混合OLS回归模型，对于分析PPP项目融资额影响因素的拟合效果更好；PPP项目 融资额在城市层面上具有显著的正向空间溢出效应，即一个城市PPP项目融资额更容易受到相 邻城市PPP项目融资额的影响。地方政府财政缺口、地区生产总值、固定资产投资额、人口密度 对PPP项目融资额虽然都具有显著相关关系，但在不同地区间影响的差异性较大。地方政府财 政缺口在中东部城市与PPP项目融资额呈现显著正相关，即地方政府财政缺口越大，城市越倾向 于采用PPP模式进行基础设施投融资；而在西部城市，两者间这种相关关系则不显著。     

装配侧气帘汽车的内饰件设计要点

装配了侧气帘后，汽车内饰设计成为侧气帘静态展开试验的一大障碍。文章从设计实践出发，结合侧气帘试验中内饰件的破坏形式，对装配侧气帘汽车的内饰件设计给出优化顶蓬结构、立柱饰板合理选材及强化遮阳板连接结构等设计方案和数据，有效地避免了内饰件在侧气帘静态展开试验中发生破损的现象，从而确保装配了侧气帘的汽车可以顺利通过试验。     

车身冲门锁锥形孔的应用研究

为提升汽车的感官质量,将门锁安装由平头螺栓配合圆孔的安装方式更改为锥形孔配合锥形螺栓的安装方式,消除门内板上的螺栓突兀。通过研究车身冲门锁安装孔的工艺流程和设备组成,设计导向销精确定位门内板,保障锥形孔的位置度。同时根据门内板的数模、料厚和材料,选型和设计驱动机构的冲压力、空行程、力行程和钳体等,完成一种冲孔机构的设计,在车身车间实现快速、精确成型门内板上的门锁锥形孔。     

Experimental and numerical analysis of a tanker side panel laterally punched by a knife edge indenter

The paper presents finite element simulations of a small-scale stiffened plate specimen quasi-statically punched at the mid-span by a rigid indenter, in order to examine its energy absorbing mechanisms and fracture. The specimen, scaled from a tanker side panel, is limited by one span between the web frames and the stringers. The paper provides practical information to estimate the extent of structural damage within ship side panels during collision accidents. Moreover, the results of this investigation should have relevance to evaluate grounding scenarios in which the bottom sustains local penetration. This is possible since the structural arrangement of the double hull and the double bottom of tanker vessels is very similar. The experimentally obtained force–displacement response and shape of the deformation show good agreement with the simulations performed by the explicit LS-DYNA finite element solver. The numerical analysis includes aspects of particular relevance to the behaviour of ship structures subjected to accidental loads which could give rise to difficulties in interpreting finite element calculations. In particular, the paper comments on the material nonlinearities, the importance of specifying the precise boundary conditions and the joining details of the structure. The considerable practical importance of these aspects has been the focus of attention in previous publications of the authors which evaluate the experimental-numerical impact response of simple ship structural components, such as beams and plates. Therefore, this paper uses the definitions proposed in those references to evaluate its applicability in the scaled tanker side panel, as an example of a more complex ship structure.     

Experimental and numerical investigations on laser-welded corrugated-core sandwich panels subjected to air blast loading

Experimental investigations on the laser-welded triangular corrugated core sandwich panels and equivalent solid plates subjected to air blast loading are presented. The experiments were conducted in an explosion tank considering three levels of blast loading. Results show that the maximum deflection, core web buckling and core compaction increased as the decrease of stand-off distance. Back face deflections of sandwich panels were found to be nearly half that of equivalent solid plates at the stand-off distances of 100 mm and 150 mm. At the closest stand-off distance of 50 mm, the panel was found to fracture and fail catastrophically. Autodyn-based numerical simulations were conducted to investigate the dynamic response of sandwich panels. A good agreement was observed between the numerical calculations and experimental results. The model captured most of the deformation/failure modes of panels. Finally, the effects of face sheet thickness and core web thickness on the dynamic response of sandwich panel were discussed.     

面元法中偶极子影响系数计算分析*

分析了不同方法应用于偶极子影响系数的计算,并详细介绍了Gauss‐Bonnet定理在偶极子影响系数计算中的应用。探讨了这些计算方法的近似处理及由此造成的误差,进而以Gauss‐Bonnet定理为基础提出了计算偶极子影响系数的修改办法。将此种修改办法应用于面元法的计算中,以×××桨及×××桨为计算对象,分析修改前后的偶极子计算方法对计算结果精度的影响。从理论上探讨了面元法中,有关偶极子影响系数计算环节的误差及减小此部分误差的办法。