Study on Model Experiment of Prestressed Concrete Skewed Box Girder with Transversely Segmental Construction

he　prestressed　concrete　skewed　box　girder　with　transversely　segmental　construction　was　brought　out　on　the　basis　of　the　need　in　the　engineering,both　model　experiments　and　FE　analysis　of　the　presented　construction　and　the　beam　box　with　integral　construction　were　carried　out　With　the　analysis　of　the　obtained　data　by　mathematical　statistics,comparison　of　table　and　graph,and　the　corresponding　FE　analysis,the　difference　of　mechanical　performances　of　both　constructions　was　analyzed　under　various　experimental　loading　cases　The　results show　that　(1)　the　deflection　of　the　presented　construction　is　about　53%　larger　than　that　of　the　beam　box　with　integral　construction,the　longitudinal　strain　is　135%　larger　than　that　of　the　latter,and　the　longitudinal　strain　of　the　cast　concrete　is　59％　as　large　as　that　of　the　same　area　at　the　beam　box　with　integral　construction　before　concrete　cracking;　(2)　there　exists　stress　redistribution　in　the　cross-section　of　presented　construction,which　can　restrain　the　tensional　distortion　of　the　wet?joint,and　the　value　of　the　stress　cannot　be　computed　by　the　current　FE　program     

汽车板件冲压连接技术的有限元分析

采用有限元分析软件ANSYS,基于弹塑性有限元理论建立有限元模型,对汽车板件冲压连接过程进行了模拟。研究了冲压连接模具参数和不同板厚组合方式对互锁值c和颈厚值n的影响规律,并给出了模具参数选用的一般范围及不等厚板的最佳组合方式。试验表明,模拟结果与试验结果吻合较好,证明了利用有限元模拟方法对冲压连接的连接效果进行预测是可行的。     

前挤压工件和模具的温度分布有限元分析

在高精密冷成形加工中，工件和模具的温度变化直接影响工件的成形精度，通过对前挤压加工过程机械热力偶合有限元模拟，对材料的流动，由于塑料变形和接触面之间的摩擦所产生的热量，工件和模具中的热传导，工件与模具之间的热交换，在成形期间和其后冷却过程工件和模具中温度的分布等进行了分析，对工件和模具的机械和热力学性能和诸如冲头的速度，摩擦系数等加工条件对温度在工件和模具中的分布的影响进行了研究，有限元模型的结果表明，在成形加工中由于热膨胀和冷却的影响，工件和模具中温度的变化将影响工件的成形精度，工件的性能对热的产生和温度分布有决定性的影响，加工条件的变化会影响温度的高低和分布。     

Design safety margin of a 10,000 TEU container ship through ultimate hull girder load combination analysis

Assessment of the ultimate longitudinal strength of hull girders under combined waveloads can be of particular importance especially for ships with large deck openings and low torsional rigidity. In such cases the horizontal and torsional moments may approach or exceed the vertical bending moment when a vessel progresses in oblique seas. This paper presents a direct calculation methodology for the evaluation of the ultimate strength of a 10,000 TEU container ship by considering the combined effects of structural non-linearities and steady state wave induced dynamic loads on a mid ship section cargo hold. The strength is evaluated deterministically using non-linear nite element analysis. The design extreme values of principal global wave-induced load components and their combinations in irregular seaways are predicted using a cross-spectral method together with short-term and long-term statistical formulations. Consequently, the margin of safety between the ultimate capacity and the maximum expected moment is established.     

An efficient FE computation for predicting welding induced buckling in production of ship panel structure

In a Thermal-Elastic-Plastic (TEP) FE analysis to investigate welding induced buckling of large thin plate welded structure such as ship panel, it will be extremely difficult to converge computation and obtain the results when the material and geometrical non-linear behaviors are both considered. In this study, an efficient FE computation which is an elastic FE analysis based on inherent deformation method, is proposed to predict welding induced buckling with employing large deformation theory, and an application in ship panel production is carried out. The proposed FE computation is implemented with two steps:(1) The typical weld joint (fillet weld) existing in considered ship panel structure is conducted with sequential welding using actual welding condition, and welding angular distortion after completely cooling down is measured. A TEP FE analysis with solid elements model is carried out to predict the welding angular distortion, which is validated by comparing with experimental results. Then, inherent deformations in this examined fillet welded joint are evaluated as a loading for the subsequent elastic FE analysis. Also, the simultaneous welding to assemble this fillet welded joint is numerically considered and its inherent deformations are evaluated.(2) To predict the welding induced buckling in the production of ship panel structure, a shell element model of considered ship panel is then employed for elastic FE analysis, in which inherent deformation evaluated beforehand is applied and large deformation is considered. The computed results obviously show welding induced buckling in the considered ship panel structure after welding. With its instability and difficulty for straightening, welding induced buckling prefers to be avoided whenever it is possible.     

Numerical prediction and mitigation of out-of-plane welding distortion in ship panel structure by elastic FE analysis

As an application to predict and mitigate the out-of-plane welding distortion by elastic FE analysis based on the inherent deformation theory, a panel structure of a pure car carrier ship is considered. The inherent deformations of different types of welded joints included in this ship panel structure are evaluated beforehand using thermal elastic plastic FE analysis. Applying idealized boundary condition to focus on the local deformation, elastic FE analysis shows that the considered ship panel structure will buckle near the edge and only bending distortion is dominant in the internal region. In order to mitigate out-of-plane welding distortion such as buckling and bending, straightening using line heating is employed. In the internal region, only inherent bending with the same magnitude as welding induced inherent bending is applied on the opposite side of welded joints (fast moving torch). On the other hand, only in-plane inherent strain produced by line heating is introduced to the edge region to correct buckling distortion (slow moving torch). The magnitude of out-of-plane welding distortion in this ship panel structure can be minimized to an accepted level.     

万箱级超大型集装箱船结构设计

以708研究所开发的万箱级超大型集装箱船为依托平台,简要介绍了超大型集装箱船的结构关键技术设计,如典型中剖面的设计和优化、波浪载荷预报、全船有限元扭转强度分析、振动和噪声分析等,希冀为超大型集装箱船的实船设计提供参考。     

高尔夫A4型轿车行李箱盖的三维有限元计算与分析

在对高尔夫A4型轿车行李箱盖的使用材料性能进行实验研究的基础上，建立了三维数学模型，利用I－deas工程软件对其有限元计算，计算与实验结果相吻合，并通过对不同应用材料的有限元计算结果的分析，为生产厂家合理选材和正确使用材料提供了较准确的计算前景。     

基于FBG传感的水下潜器结构健康监测系统研究

依据水下潜器深潜期间耐压壳结构的强度保障需求,以光纤光栅(FBG)原理为基础,针对水下潜器耐压壳结构特点,对光纤光栅应变传感监测系统的基本构成和工作原理进行分析,具体给出各监测子系统功能作用和监测系统流程。通过理论计算及复杂应力区的有限元数值仿真模拟,为实现光纤光栅测点优化布设提供力学基础。     

简支变连续刚构小箱梁桥墩结构施工过程仿真分析

某城市快速环路采用高架与轨道一体化建设,上层桥梁采用简支变连续刚构小箱梁的结构形式,因施工过程中桥墩盖梁存在截面变化和体系转换,其墩梁固结部分的受力复杂.采用三维实体单元分析了一体化框架墩特别是盖梁在各个施工阶段的应力分布情况,并得到一些结论.分析表明,在该类结构设计时应注意盖梁钢束的张拉顺序和支架的拆除时机,尤其应注意加强中墩附近边梁剪扭钢筋的设置.