Ti55钛合金整体壁板电脉冲辅助压弯成形失稳研究

高温钛合金网格筋壁板相较于传统的铝合金筋壁板结构效率更高,但是室温下钛合金整体壁板难以成形。利用电流电致塑性效应和焦耳热效应能有效降低成形载荷、提高成形极限,并且能有效避免钛合金在加热中被严重氧化。本研究建立了Ti55整体壁板电脉冲辅助压弯成形的电-热-力耦合有限元模型,并对不同成形工艺参数和壁板几何参数进行模拟。结果表明:在壁板两端施加8 A/mm~2电流密度时,压弯成形温度区间比较合适。整体壁板随着筋条高度的增加,失稳屈曲程度越来越大,筋条失稳时所需的临界载荷越小,筋条的稳定性越差。腹板厚度主要影响筋条的温度从而影响筋条的失稳情况。整体壁板纵向筋条间距增大,筋条稳定性越差,筋条失稳屈曲也越严重。     

Thermal barrier coating life modeling in aircraft gas turbine engines

Analytical models for predicting ceramic thermal barrier coating (TBC) spalling life in aircraft gas tur-bine engines are presented. Electron beam/physical vapor-deposited and plasma-sprayed TBC systems are discussed. An overview of the following TBC spalling mechanisms is presented: (1) metal oxidation at the ceramic/metal interface, (2) ceramic/metal interface stresses caused by radius of curvature and inter-face roughness, (3) material properties and mechanical behavior, (4) component design features, (5) tem-perature gradients, (6) ceramic/metal interface stress singularities at edges and corners, and (7) object impact damage. Analytical models for TBC spalling life are proposed based on observations of TBC spall-ing and plausible failure theories. Spalling was assumed to occur when the imposed stresses exceed the material strength (at or near the ceramic/metal interface). Knowledge gaps caused by lack of experimen-tal evidence and analytical understanding of TBC failure are noted. The analytical models are considered initial engineering approaches that capture observed TBC spalling failure trends.     

Multilayered thermal barrier coating for land-based gas turbines

Multilayered thermal barrier coatings (TBC) with different functions were proposed for the hot section components of land-based gas turbines. This article describes a multilayered TBC with an oxidation resistant layer. A conventional duplex TBC and a triplex TBC, in which an aluminized layer was added to the conventional duplex TBC to increase oxidation resistance, were prepared. It was confirmed by a burner rig test that the triplex TBC with the aluminized layer is resistant to oxidation and shows high durability in a thermal cycle test, compared with the conventional duplex TBC. The spalling in the thermal cycle test of each TBC specimen occurred at the same position, when the thickness of the oxidation layer was 11 to 13 μm. The mechanism of spalling of the coating in the thermal cycle test was discussed in terms of stress in the coating. Stress in the direction of spalling occurred by an uneven interface between the bond and top coat and increased with growth of the oxidation layer. It is thought that the high durability of the triplex TBC in the thermal cycle test is derived from suppressing the growth of the oxidation layer and decreasing the stress due to the addition of the aluminized layer.     

综放面煤壁片帮的理论分析和防治

综放面前方煤体出现应力重新分布．产生支承压力．导致煤壁片帮。研究根据煤壁前方煤体的变形特点,将其划分为破碎区、塑性区及弹性区．其变形过程划分为塑性流动（残余变形阶段）、塑性变形、弹性变形3个阶段。并给出了各阶段煤体强度的本构关系。在此基础上运用极限平衡理论,推导出煤壁破碎区宽度的理论计算公式,理论分析了煤壁片帮的机理,结合工作面实际情况,提出预防和治理煤壁片帮的措施。理论指导实践．取得了良好的控制效果．减少了片帮量。     

新型广谱金刚石破碎岩石工具的研制

新型广谱金刚石钻头由钻头钢体和金刚石刀头组成。金刚石刀头由若干含金刚石孕镶层和纯合金层相间组成。该新型金刚石钻头破碎岩石是以金刚石破碎为主、以破碎穴效应为辅的方式进行的。其特点是破碎岩石效率较高，对岩石的适应性较强，使用寿命高，钻头的导向性及工作稳定性较好，钻进效果与钻进质量明显提高。     

大采高综采采场支架-围岩稳定控制机理研究

大采高综采技术是厚煤层安全高效高采出率开采的重要发展方向,随着采高向6.0～7.0 m发展,采场煤壁片帮、冒顶、压架、支架失稳发生率高,且控制困难,已成为制约该技术推广应用的瓶颈。针对上述难题及采场片帮、冒顶、压架和支架失稳间互馈联动性强的特征,以6.0 m左右大采高综采采场为研究对象,采用理论分析、数值模拟、物理模拟...     

肋骨倒圆角对水下航行体圆柱壳体影响分析

在利用计算式设计满足强度、稳定性要求的水下航行体圆柱壳体时,往往没有考虑到肋骨倒圆角对圆柱壳体的强度和稳定性的影响,其倒圆角的大小往往根据经验确定。文中将利用有限元分析软件来分析肋骨倒圆角对圆柱壳体的强度以及屈曲稳定性的影响,通过分析找出肋骨倒圆角对水下航行体圆柱壳体的强度、稳定性影响规律,以方便在水下航行体工程设计时使用。     

梁柱端板连接节点的滞回性能试验研究

为了研究钢框架中梁柱端板连接节点的滞回性能,本文进行了8个节点试件的循环加载试验,其中有7个试件的柱端施加了轴向压力,4个端板设置了加劲肋。试验结果表明:端板连接具有良好的延性和耗能能力,节点的转角都超过了0.03rad;端板刚度是影响节点滞回性能和极限承载力的决定性因素;端板较薄时,端板加劲肋不但可以显著提高端板刚度,而且可以延缓梁翼缘与端板间焊缝的开裂,有效提高承载力,减小撬力。最后根据试验结果提出了设计和施工建议。     

基于CATIA二次开发的月牙肋钢岔管辅助设计系统开发与应用

利用自动化对象编程,针对水电站月牙肋钢岔管设计繁琐、工作量大、有限元计算前处理耗时长的缺点,开发出基于CATIA二次开发的辅助设计系统.该系统实现了月牙肋钢岔管在CATIA中的快速建模和网格自动剖分,最终在有限元软件ANSYS中完成有限元计算.以蟠龙抽水蓄能电站工程月牙肋钢岔管为例进行了计算,并与设计院的计算结果进行了对比与分析,结果表明该系统具有设计速度快、精度较高等优点,具有较高的实用价值.     

地下结构抗冲击波作用层裂钢板效果数值模拟

利用ANSYS/LS-DYNA软件,对混凝土结构底面是否固定钢板进行了模拟.通过对两种情况下的结果分析,揭示了混凝土不同位置处单元σy值的时程规律,得到了在计算时间内钢板的存在能够有效地减小相邻混凝土单元的最大拉应力,并延长其出现时间;同时得到了在类似研究的工程结构中,边界效应对混凝土层裂现象无影响.对相关工程的设计、施工具有参考价值.