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针对结构水下近场爆炸载荷作用响应求解难点,通过改进的三维轴对称光滑粒子流体动力学方法(Smoothed Particle Hydrodynamics, SPH)计算获得近场爆炸载荷后传输给非线性有限元软件ABAQUS,利用声固耦合模型对结构响应进行时域非线性计算,形成预报水下近场爆炸载荷对结构毁伤的SPH-FEM模型,实现从药包起爆、结构大幅变形、局部撕裂直至完全剪切破坏的全过程模拟,对载荷时历曲线进行试验验证。计算背空矩形钢板在近场爆炸载荷的响应表明,数值结果与试验值吻合良好。SPH-FEM模型计算效率高、可操作性强,易推广至大型复杂结构受水下近场爆炸毁伤的分析与评估。 相似文献
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为研究水下爆炸气泡溃灭发生射流时对水中结构的影响,借助于商用瞬态动力学有限元软件MSC. Dytran,对固支方板在水下爆炸载荷作用下的动态响应进行研究。对底部爆炸和侧面爆炸两种典型情况进行计算,将气泡运动过程与试验结果进行对比分析,两者吻合较好,验证所建立方法的可行性。在此基础上,对射流发生时流场情况以及固支方板的响应特点进行分析,认为射流载荷是局部载荷,可以引起严重的局部破坏,在近场水下爆炸研究中必须予以重视。 相似文献
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在舰船壳体湿表面敷设柔性覆盖层是一种能有效提高其抗冲击性能的方法。多孔蜂窝覆盖层受爆炸冲击波载荷作用后胞元孔壁易于压溃,有效地分散冲击波能量,大幅度减少响应前期阶段的入射冲量,屈曲变形会吸收大量能量。水下爆炸试对于揭示模型的抗冲击机理起着重要的作用。总结对敷设不同覆盖层-圆板结构的水下爆炸响应特性的试验研究。考察有无柔性覆盖层对结构响应的影响,同时解释水下冲击波、气泡对柔性覆盖层的作用过程及覆盖层的抗冲机理。 相似文献
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水下爆炸产生的冲击波载荷和气泡载荷都会对水中结构产生毁伤作用。为研究水下爆炸气泡载荷在加筋板塑性变形挠度中所占的比例,利用通用有限元软件Abaqus/Explicit对加筋板模型在水下爆炸载荷作用下的动态响应进行了一系列数值仿真。载荷计算采用了Geers-Hunter模型,材料本构采用了Johnson-Cook模型,将部分计算工况与试验结果比较,两者吻合较好。通过分析计算结果可以看出在气泡载荷在加筋板塑性变形中的比重主要受爆距影响,爆距越小,所起的作用越大。所以,在水下近场爆炸计算中,气泡载荷引起的塑性变形不容忽视。 相似文献
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液体静压支承在高速重载工况下运行时,由于强挤压和高速剪切联合作用,微间隙油膜温度和油腔压力分布不均匀,导致静压支承摩擦副发生热固耦合变形,影响液体静压支承的承载能力和高精度稳定运行。为了解决该难题,提出一种新型油垫可倾式静压支承结构,其运行过程中可实现任意方向微摆,产生附加动压,形成静动压混合支承,达到高速重载工况条件下静压支承高精度稳定运行的目的。依据流热固耦合理论,采用ANSYS Workbench对支承摩擦副变形进行流热固耦合分析,探讨承载0 t~32 t极端工况条件下旋转工作台、可倾油垫和底座的流热固耦合变形规律。提取变形数据,并经MATLAB编程处理后得到摩擦副变形关系,发现油腔外侧封油边边角处变形最大,此处间隙油膜最薄,最易发生摩擦学失效,成果为进一步控制摩擦副变形和摩擦学失效机理研究提供新方法。 相似文献
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在双向网格型单层柱面网壳面外布置弦杆和拉索形成张弦结构体系,有效地增强了结构的承载能力。该文针对40 m、50 m、60 m跨度网壳,分析了网壳随预应力、矢跨比、初始缺陷以及拉索强度等参数变化对结构静力稳定性能的影响,并结合100 m和120 m大跨度网壳算例,论证了该结构体系的实用性。基于ANSYS和MATLAB响应面法,分析了网壳在承载力失效和变形失效两种失效形式下的的可靠度,获得了失效概率、可靠指标及其灵敏度和相关性。结果表明,布置弦杆和拉索后结构稳定承载力最大可提高744%。100 m跨度网壳的稳定承载力的失效概率为1.026 54×10?1,其可靠度相对较低。跨度小于60 m网壳的稳定承载力和变形的失效概率极小。网壳中拉索强度是影响结构稳定承载力的主要因素,大跨度网壳中拉索的影响相对减弱。拉索强度及弦杆内、外径对结构变形均产生一定影响。 相似文献
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Submerged arc welding (SAW) is generally the preferred method for joining the seam edges of large diameter spiral pipes. The quality control of the welded pipes usually consists of a hydrostatic test in which water is pumped into the pipe. High pressure hydrostatic tests can moderate tensile residual stress caused by the welding process.In this paper, three-dimensional finite element (FE) simulations of double SAW and hydrostatic test processes of spirally welded pipes are carried out in two simulation steps using the ANSYS commercial software. In the first step, i.e., welding, a new method, namely, unfurl-mapping (UM) is introduced to overcome the geometrical difficulties of defining the Goldak double ellipsoidal heat source of the welding process. UM virtually opens the pipe into a flat surface, and therefore, the spiral seam is mapped to a straight line. To discretize the pipe, fine brick elements are utilized for meshing the main computational zone. The rest of the model is meshed by coarse shell elements by applying the multi-point constraint technique. This non-uniform mesh structure reduces the computational requirements significantly and provides the ability to simulate the entire pipe. Therefore, in the second step, the hydrostatic test is easily simulated by defining a ramped internal pressure. The method is validated using hole drilling measurements performed before and after hydrostatic test for this research. It is observed that obtained results from the FE simulations are in good agreement with the experimental measurements. 相似文献
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Experimental research on dynamic mechanical properties of PZT ceramic under hydrostatic pressure 总被引:1,自引:0,他引:1
S. WangK.X. Liu 《Materials Science and Engineering: A》2011,528(21):6463-6468
An experimental technique for initially applied hydrostatic pressure in specimens subjected to axial impact has been developed to study the dynamic mechanical properties of materials. The technique was employed for the purpose of examining the dynamic mechanical properties of lead zirconate titanate (PZT) at zero to 15 MPa hydrostatic pressures. Experimental results unambiguously exhibit the ductile behavior of PZT when hydrostatic pressure is involved. The compressive strength is demonstrated sensitive to the initial hydrostatic pressure and the strain-rate. The fracture modes are analyzed by means of scanning electron microscopy (SEM). Moreover, a failure criterion based on Mohr-Coulomb failure theory is suggested to explain the brittle and ductile failure of PZT. 相似文献
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The internal shell of the cuttlefish, which acts as a rigid buoyancy tank, is structured to combine high compressive strength — since it must withstand the external hydrostatic pressure — with minimum weighT. The micro-architecture of cuttlebone has been examined by electron microscopy and the relevance of the structure to the mechanical duties required of the shellin vivo are briefly discussed. The inorganic calcareous structure is associated with an organic component which may act as a template for mineralization. 相似文献
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通过一起固定式低温绝热液体贮槽夹层气压试验时内壳发生失稳变形 ,导致外壳爆裂的事故原因分析 ,证明此类容器在制造过程应严格控制内壳的成型尺寸和焊缝残余应力 ,并加强对夹层气压试验、抽真空检漏的工艺程序监控。 相似文献
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The purpose of this paper is to investigate the elastic buckling of FGM truncated thin conical shells under combined axial tension and hydrostatic pressure. Here axial tensions are separately applied to small and large bases of the truncated conical shell, respectively. It is assumed that the cone is a mixture of metal and ceramic, and that its properties changes as the power and exponential functions of the shell thickness. After giving the fundamental relations, the stability and compatibility equations of an FGM truncated conical shell, subject to combined axial tension and hydrostatic pressure, have been derived. Applying Galerkin’s method general formulas have been obtained for the critical combined and separate loads of FGM conical shells. The appropriate formulas for homogenous and FGM cylindrical shells are found as a special case. Effects of changing shell characteristics, material composition and volume fraction of constituent materials on the critical combined and separate loads of FGM shells with simply supported edges are also investigated. The results obtained for homogeneous cases are compared with their counterparts in the literature. 相似文献
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摩擦副变形对静压支承摩擦学性能有显著影响,不均匀变形会引起润滑油膜破裂和干摩擦,严重时导致静压支承摩擦失效。针对环形缝隙节流静压支承,运用计算流体动力学、弹性理论和有限元法对静压支承摩擦副变形进行流热力耦合求解,得到了旋转速度和工作台自重对支承摩擦副变形的影响规律和摩擦失效机理。并进行了实验验证,数值模拟结果和实验值吻合较好,验证了数值模拟方法的正确性。研究结果表明:随着旋转工作台转速增加,间隙油膜温度升高,热变形增大。工作台自重产生摩擦副的弹性变形对热变形有均匀化作用,但其挤压效应会加大热变形,造成工作台和底座的变形为内边靠近外部开口的喇叭状。工况继续恶劣,润滑油黏度急剧下降,局部油膜迅速变薄,出现干摩擦润滑,导致静压支承摩擦失效。 相似文献
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研究两端用圆板封口的环肋圆柱壳结构在流场中的振动声辐射特性,着重分析了由环肋圆柱壳和端部圆板所围空腔的内部声场对整个系统结构振动和声辐射的影响.基于扩展的Rayleigh-Ritz法,利用Hamilton变分原理推导出圆柱壳与圆板的耦合振动方程.考虑了静水压力的影响,环肋圆柱壳与端部圆板之间采用二自由度弹簧模拟弹性连接的等效刚度.环肋圆柱壳声辐射的研究中,用Helmholtz波动方程和流固交界面上的速度相容条件求得壳体表面辐射声压的表达式,该表达式对有限长圆柱壳进行Fourier积分变换得到壳体外表面辐射声压的解;用Green函数法来求解环肋圆柱壳和端板所围空腔的内部压力场. 相似文献
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对完整复合材料圆柱壳轴向压缩性能进行了试验研究,得到了圆柱壳结构的破坏载荷和各测量点的载荷-应变曲线,通过分析得出结构的破坏形式为屈曲破坏。利用ANSYS有限元软件建立了模型,对复合材料圆柱壳进行屈曲分析,将有限元计算的结构变形和屈曲载荷与试验结果进行对比,计算结果与试验结果一致,验证了模型的有效性。利用建立的有限元模型,分析了开口尺寸和铺层角度对含矩形开口的复合材料圆柱壳屈曲载荷的影响。在开口处加装复合材料口盖对结构进行补强,补强后的柱壳结构满足强度设计要求。 相似文献