锆砂覆膜砂生产中小型铸钢件工艺的研究与实践

对锆砂覆膜砂壳型壳芯法和铁丸填箱工艺进行了研究,阐述其生产特性及工艺优点,并应用于中型箱体铸件的生产上,应用表明该工艺能有效地提高铸件质量和生产效率,降低生产成本。     

大跨度隧道塌方处理技术

研究目的：大跨度隧道洞口地形地质情况复杂，围岩完整性差，易出现塌方，对隧道施工进度和质量影响较大，本文结合大丽线禾洛山隧道出口段塌方的处理，对复杂地形地质情况下大跨度隧道洞口段的施工进行总结。 研究方法：针对禾洛山隧道出口段的地形、地质条件以及塌方情况，采用工程类比、数据分析和优化方案的方法，确定经济合理的处理措施，并对围岩、结构变形等进行了量测和分析，对主要结构进行了必要的检算。 研究结果：针对禾洛山隧道出口段具体的地形、地质以及塌方情况，采取有效的处理措施，取得了良好的效果。 研究结论：大跨度隧道洞口段地形、地质情况复杂，围岩软弱，有效预防和处理隧道塌方，顺利通过洞口段是隧道施工成败的关键。本工程采用大管栅、小导管注浆联合超前支付、预留核心土开挖塌体的处理方法，使塌方得到了有效控制和处理，保证了安全顺利通过塌方段，解决了隧道施工进洞难的问题。     

基于成果导向的中职机电专业群核心课程浅谈

机电专业作为中职教育体系重要构成部分,对培养学生技能、实现就业和个人发展具有十分重要的作用。然而随着社会经济和科学技术不断发展,社会各领域对人才也提出新的要求,并朝着复合型、专业型方向发展。这也对中职机电专业开展教育教学提出新的挑战,迫切需要对机电专业群课程体系进行构建和优化,在满足新时期人才需求基础上,提高中职机电专业教学质量,并推动学生获得更好发展。     

组织形态对球铁曲轴疲劳特性的影响

用两根以不同工艺铸造的4JB1发动机球铁曲轴,来研究组织形态对其疲劳特性的影响。一种工艺为铸态 正火处理(以下简称正火态);另一种是铁型覆砂铸造(以下简称铸态)。两者都经机加工、氮化处理后进行弯曲疲劳试验,并从毛坯取样做力学性能和冲击试验。结果表明:尽管两者的力学性能相近,但铸态曲轴的弯曲疲劳极限远高于正火态曲轴。这是由于铸态曲轴具有细小的牛眼状石墨形态 珠光体组织,所以裂纹起裂功和扩展功都较高,在疲劳中当石墨处萌生裂纹后,包围石墨的铁素体可以使裂纹尖端钝化,有效阻止裂纹扩展;而正火态曲轴显示为球状石墨 珠光体组织,包围在石墨周围的珠光体强度较高,在与石墨交界处萌生裂纹和之后裂纹的扩展都较快,导致疲劳寿命较低。     

基于经验分析的国有证券公司核心竞争力测度体系研究

核心竞争力是证券公司通向未来之门。当前,我国证券业内外交困,正值多事之秋。证券公司只有大力培育核心竞争能力,才能激流勇进,立于不败之地。建立证券公司核心竞争力测度指标体系是进行核心竞争力培育的首要前提。核心竞争力指标体系的建立过程要密切联系该行业的业务流程。最后,文章得出验证性因子分析可以对建立的指标体系进行有效性检验的结论。     

Ice impact response and energy dissipation characteristics of PVC foam core sandwich plates: Experimental and numerical study

In this paper, the dynamic responses and energy dissipation characteristics of polyvinyl chloride (PVC) foam core sandwich plates under ice impact are investigated. The ice impact tests of PVC foam core sandwich plates were conducted by employing the horizontal impact experimental apparatus. The finite element simulations were conducted to analyze the dynamic response of PVC foam core sandwich plates based on soil and concrete material model for ice impactor. It was demonstrated that numerical results were in good agreement with experimental results. The deformation modes of the top facesheets were coupling of local indentation with global bending deformation, while the deformation modes of bottom facesheets were overall bending deformation. The permanent deformation of face sheets show that the impact resistance of sandwich plate is better than that of equivalent weight hull plate (EWHP). In addition, based on the actual navigation environment of ship, the effect of impact angle and ice floe shape on dynamic response and energy dissipation are analyzed.     

Fluid-structure-material coupling analysis for a floating laminated structure consisting of high-stiffness panels and a soft core

This paper presents a fluid-structure-material coupling analysis for the interaction between water waves and a very large floating laminated structure (VLFLS), which is consisted of two enhanced ultrahigh-performance concrete (UHPC) panels and a middle lightweight foamed rubber core. The representative volume element (RVE) method is used to design the mechanical properties of enhanced UHPC and foamed rubber, and the parameterized formulas are presented to reveal the dependency between macroscale mechanical properties and mesoscale hierarchical characteristics. By idealizing the rubber core as a uniformly distributed spring layer, an eighth-order differential equation of motion of the laminated structure is derived. In the context of linear potential flow theory, a hydroelastic analytical model is developed for the floating laminated structure with finite length under wave action. In the process of solving velocity potentials, a complicated dispersion equation for the wave motion below the laminated structure is derived, and this equation contains two pairs of conjugate complex roots with positive real parts. The various hydrodynamic quantities, including reflection coefficient, transmission coefficient, deflection, shear force, and bending moment, are calculated. The hydroelastic model is confirmed by considering the convergence of calculation results and the energy conservation of wave propagation. The coupled effects of wave action, material characteristics, structural parameters, and edge conditions on the hydroelastic and mechanical response of the floating laminated structure are clarified to provide important information regarding the optimal design of such structures.