结构变形对斜流压气机性能的影响研究

采用基于有限元的结构静强度分析和CFD全三维流场仿真手段,对某斜流压气机工作状态下结构变形和变形后的气动性能进行研究,结果表明:提出的数值仿真流程能够有效模拟压气机工作状态下结构变形对气动性能的影响,从而为发动机系统参数平衡提供数据支撑;压气机叶片前缘顶部刚度小,变形量大,但对叶轮气动性能影响较小;叶轮尾缘边径向变形对压气机增压能力影响显著;顶部泄漏间隙的变化对压气机效率产生影响.     

空钻井筒二维流场的数值模拟及井口压力分析

空气钻井井口压力是控制井筒内气固两相流场的重要参数,本文基于有限体积法,采用多块结构化网格,对川渝地区相关井空气钻进时的井筒二维流场进行了数值模拟,得到了速度、压强沿井深的分布情况。结合最小携岩速度与冲蚀临界速度准则,比选了合理的井口压力值范围,与实际钻井操作参数吻合较好。     

双S弯喷管的流固耦合特性研究

为了明晰S弯喷管的流固耦合特性,数值模拟了流固耦合作用下双S弯收敛喷管的结构变形特征及其内/外流特性。结果表明：S弯喷管的圆转方弯曲构型产生了非均匀的流场分布,并增强了结构的弹性特征,它们通过交换气动载荷与变形位移数据形成了S弯喷管流固耦合的作用机理。在气动载荷作用下,S弯喷管沿Y向的最大变形位移为25.3mm,它位于喷管出口上壁面的中心位置。当喷管的结构变形稳定时,第二弯转弯处下壁面的气流加速至局部超音速,壁面静压大幅降低;第一弯下游上壁面附近形成了气流分离区;喷管出口喷流沿轴向向上偏转。流固耦合作用导致S弯喷管的流量系数减小0.6%,推力系数降低1.8%。矩形截面与弯曲构型是影响S弯喷管流固耦合特性的主要几何特征,其中矩形截面能够显著增大喷管的变形位移;S形弯曲构型虽然能够有效抑制变形特征,但它导致喷管多个区域出现变形,喷管的结构变形分布变得更加复杂。     

Feedback structure based entropy approach for multiple-model estimation

The variable-structure multiple-model（VSMM）approach,one of the multiple-model（MM）methods,is a popular and effective approach in handling problems with mode uncertainties.The model sequence set adaptation（MSA）is the key to design a better VSMM.However,MSA methods in the literature have big room to improve both theoretically and practically.To this end,we propose a feedback structure based entropy approach that could fnd the model sequence sets with the smallest size under certain conditions.The fltered data are fed back in real time and can be used by the minimum entropy（ME）based VSMM algorithms,i.e.,MEVSMM.Firstly,the full Markov chains are used to achieve optimal solutions.Secondly,the myopic method together with particle flter（PF）and the challenge match algorithm are also used to achieve sub-optimal solutions,a trade-off between practicability and optimality.The numerical results show that the proposed algorithm provides not only refned model sets but also a good robustness margin and very high accuracy.     

分子定向及引起的收缩与变形

基于分子定向是塑料凝固时出现的特有现象。探讨、分析分子定向产生的机理以及分子定向所带来的不良后果，为提高塑料制件的质量提供了有参考价值的理论依据。     

基坑开挖的试验研究与Plaxis结果的比较讨论

基坑开挖与支护是一个三维空间问题。我国对软土深基坑支护工程的研究已取得一些成果，但对非饱和土地区的深基坑支护工程而言，由于非饱和土中存在负孔隙水压力(基质吸力)，使得其与饱和土在性状上有显著的不同。因而软土深基坑支护工程的许多成功经验不适用于非饱和土。对非饱和土基坑开挖的研究，尚存在许多问题有待解决，其中最主要的问题是挡墙上土压力的分布及变形。采用国际先进的Plaxis程序，将计算结果与室内大型模型试验结果进行对比分析，得出挡墙上土压力的分布及变形规律，以期完善土压力理论。     

刀具刚度对钛合金超薄侧壁加工变形的影响

以控制钛合金超薄结构件的加工变形、获得良好的表面加工质量为目标,基于薄壁零件加工变形理论模型与铣削加工试验,研究分析了刀具刚度对钛合金超薄侧壁结构加工受力变形及表面粗糙度的影响。通过对比分析刚度刀具铣削钛合金超薄侧壁结构时的加工尺寸精度、表面粗糙度以及切削力,发现合理增加刀具刚度可以有效改善超薄壁结构的加工尺寸精度及表面质量。     

Constitutive behavior and microstructural evolution in hot deformed 2297 Al-Li alloy

The microstructural evolution mechanism and constitutive behavior of 2297 Al-Li alloy were studied via thermal compression test with the constant strain rates of 0.001–1 s⁻¹ and the deformation temperatures ranging from 623 to 773 K. To verify the predictable ability of diverse constitutive models under different stress states, the hot compression experiments with stress triaxiality varying from −0.33 to 0.46 were conducted. The microstructures of the deformed specimens under diverse deformation conditions are probed to reveal the mechanism of hot deformation behavior. The experimental results indicate that the work-hardening and dynamic softening are competitive during the hot compression process, and the dynamic softening is more obvious under low deformation temperature and high strain rate. The microstructural analysis manifests that the dynamic recovery gets predominant at high deformation temperature to produce fine grains. Meanwhile, the dynamic recrystallization becomes more dominant as the strain rate decreases, which is sensitive to the stress triaxiality. In addition, both the modified Johnson-Cook model and strain-compensated Arrhenius-type function are suitable for describing the flow behavior of 2297 alloy, while the latter reveals a more accurate prediction. However, the predictability of the two kinds of models is worsened with the transformation of stress triaxiality, and the validity of the Arrhenius-type model is restricted by high stress triaxiality.     

大桥箱梁制作施工研究

研究箱梁制作施工工艺,对提升施工精度和使用寿命有重要意义。以濮阳特大桥设计为例,分别从加大梁段间预留间隙设置尺寸,确保梁端口焊接质量、对中横隔板上下接板及合理控制变形、应用先进的模板安装、混凝土浇筑、预应力施工技术等方面进行研究,采用创新工艺措施,有效提升大桥箱梁制作施工的精度和质量,提高了大桥箱梁的使用寿命。