共查询到20条相似文献,搜索用时 500 毫秒
1.
1.导言 复合材料结构在外载作用下力学响应由于温度的变化,层板的稳定问题的研究才刚开始涉及。热失稳问题在层板结构的应用中可能会产生,比如当宇航器在外层空间飞行时,由于受到太阳的幅射,温度改变而使层板失稳。国外有不少学者已开始这方面的研究,然而大都还限于经典理论范畴。本文提供的层板临界失稳温度控制方程是在Kirchhoff假设基础上考虑横向剪切变形影响后得来的,对于反对称正交铺设层板,可以找到解析解,并将结果与对称正交层板、经典理论结果作了比较,本文的结论对层板热稳定设计有一定 相似文献
2.
3.
A. A. Abdyushev 《Russian Aeronautics (Iz VUZ)》2013,56(2):117-125
The equilibrium between the rods and panels in the ribbed shells is considered based on the total system of structural mechanics equations as applied to a discrete model. Also shown is an approach to solving the problems that permits the stiffness matrix of shear panels to be obtained with regard for the equilibrium along the boundary with rods. The connection with the standard hybrid method of constructing stiffness matrices is indicated. The solutions for separate elements and examples illustrating the approach being proposed are presented. 相似文献
4.
5.
6.
基于有限元方法的复合材料层合板自由振动分析 总被引:1,自引:1,他引:0
利用有限元分析方法分别研究了正交各向异性、对称角和反对称角铺设的正方形复合材料层合板的线性和非线性自由振动问题.结合一阶剪切变形理论推导出层合板自由振动的有限元方程,构造了三维有限元模型,并对其基频进行计算.数值结果与其他的文献的结果对照表明,用有限元方法求得的基频与用各阶剪切变形理论求得的结果非常接近,但对于厚板结果与经典Kirchhoff的结果有一些差距,对于其他理记是一致的. 相似文献
7.
8.
双轴应力下含裂纹加筋曲板剩余强度的弹塑性有限元计算 总被引:1,自引:0,他引:1
采用考虑了大应变的弹塑性有限元方法,以裂纹尖端张开角为断裂准则,实现了双向受载条件下加筋曲板中裂纹起裂到失稳整个扩展过程的数值模拟计算;还对与加筋曲板有同样尺寸的加筋平板进行了分析和计算。结果表明,所提出的分析方法和所采用的断裂准则适用于对含裂纹加筋结构所进行的剩余强度分析。 相似文献
9.
Buckling and post-buckling behavior of titanium alloy stiffened panels under shear load 总被引:1,自引:0,他引:1
Titanium alloy has been increasingly applied in aviation industry due to its superior performance. However, the titanium alloy structures are less studied. This work investigates the structural behavior of Ti6Al4V titanium alloy stiffened panels under in-plane shear load by experiments and numerical analysis. After the shear tests, the buckling instability, the post-buckling process and the failure mechanism of the specimen were obtained. The Finite Element(FE) models were established with the subsequent validation verification. A parametric analysis was implemented to study the influence of stringer thickness and stringer height on the behavior of the stiffened panels. The results show that after the initial local buckling on the skin, the buckling mode jumps several times with the increase of load. The stringers twist when the load reaches a certain level, and finally the structure damages due to the plastic deformation and the global buckling. The shear clip has little effect on the buckling and failure loads. Compared to the relatively large effect on the buckling load, the influence of the stringer thickness and stringer height on the failure load is neglectable.According to the parametric analysis, the stringer thickness influences the final buckling mode and failure mode, while the stringer height affects the buckling mode transformation. 相似文献
10.
11.
对碳纤维增强树脂基复合材料(CFRP)帽形加筋壁板的剪切屈曲进行了试验、理论分析和数值模拟。根据线弹性理论推导了复合材料帽形加筋壁板蒙皮的应变分布;针对复合材料帽形加筋壁板3种蒙皮板条单元截取宽度和两种边界条件,利用理论公式和半经验公式计算了加筋壁板的剪切屈曲载荷;利用特征值法和几何非线性法进行了剪切屈曲模拟分析;将得到的分析结果与试验结果进行了对比。结果表明:根据线弹性理论得到的蒙皮应变分布与试验结果一致,验证了推导结果的正确性;选择合适的边界条件和蒙皮板条单元截取宽度,利用理论公式和半经验公式可得到加筋壁板较准确的屈曲载荷;利用特征值法得到的屈曲载荷较试验屈曲载荷高,选择合适的几何初始缺陷系数利用几何非线性分析方法可模拟复合材料帽形加筋壁板在剪切载荷作用下的屈曲过程。 相似文献
12.
本文给出任意阶次高精度有限元形状函数及其有关矩阵的显表达式,并用以计算均匀或分段连续变化的旋转梁的固有振动特性。结果表明,本方法在计算效率、结果精度、程序编制及使用方便性等方面均有相当的优点。 相似文献
13.
14.
复合材料曲板的屈曲行为对缺陷十分敏感,研究数值模拟及试验中缺陷对屈曲性能的影响对复合材料曲板的工程应用具有重要意义。应用数值模拟方法研究了常见典型缺陷及缺陷所引起的安装误差对复合材料曲板屈曲性能的影响。建立了理想曲板模型和考虑安装误差的含缺陷曲板模型,缺陷类型包括复合材料曲板在制造过程中易产生的缺陷,如倾斜、厚度不均、翘曲。计算了模型在轴压载荷下的屈曲载荷及应变分布情况,并将含缺陷模型计算结果与理想模型进行比较。研究表明:倾斜对受载曲板的应变分布改变较大,会使试验件屈曲载荷大幅下降;翘曲对受载曲板的应变分布影响不大但会使试验件屈曲载荷大幅下降;厚度不均的缺陷对曲板屈曲性能影响较小。与含典型缺陷的曲板轴压试验结果对比,试验结果与理论研究结果一致。 相似文献
15.
一种含分层复合材料层合板高阶理论及有限元模型 总被引:1,自引:0,他引:1
本文提出了一种新的复合材料县合板高阶弯曲位移模式。此模式考虑了横向剪切的影响,得到一种新的厚板有限元模型。对于含有分层的单元,通过改变其单元内横向剪切应力的分布,达到改变单元刚度的目的。因此,此模型适用于任何厚度的或含有分层的复合材料层合板。 相似文献
16.
本文给出了位移函数为三次、五次、七次幂多项式时斜削梁元素刚度与质量矩阵的显表达式以及计算任意奇次幂高阶斜削梁元素族刚度与质量矩阵显表达式的一般方法。然后应用高阶协调元素计算了六种线性斜削梁在悬臂支持、二端简支、二端固支等情况下的头五阶固有频率及振型。结果表明,在所有情况下,与低阶元素相比,高阶元素均显出有较好的收敛性。但若施加以力的边界条件,则在使用少量元素和梁的斜削度较大的情况下,高阶元素的结果反而不如低阶元素的结果好。 相似文献
17.
参数化模型降阶(PMOR)方法离线阶段训练数据的过程比较耗时,因此提出了一种加速方法。在基于矩阵插值的PMOR方法的基础上,采用组合近似的重分析技术对基于振型向量的模型降阶(MOR)过程进行加速,利用初始刚度分解矩阵生成迭代计算基向量以对系统矩阵降阶,通过降阶矩阵生成参数化模型的振型向量,对参数空间上的采样点重复整个加速计算过程生成离线数据库。并以电磁振动台动圈为例,采用普通方法和加速方法对均布采样样本点展开仿真研究,结果表明,在保证所构建的离线模型数据库准确度的前提下,此方法能减少80%以上的MOR计算时间,且随着采样点的增多,增速越明显,可以大幅度提高参数化降阶模型离线训练效率。 相似文献
18.
A new analysis model for the effective stiffness of stiffened metallic panels under combined compression and shear stress 总被引:1,自引:0,他引:1
《Aerospace Science and Technology》2006,10(4):316-326
The paper deals with the analysis of the effective stiffness of stiffened metallic panels under combined compression and shear stress as used, e.g. in aircraft fuselages. An important criterion for sizing and certification of aircraft fuselages is the local and global buckling behaviour. For optimisation of stiffened metallic panels it is necessary to know the buckling and postbuckling behaviour as accurately as possible. Due to the fact that nonlinear FE analyses of a whole aircraft fuselage are too time consuming, a very fast quasi nonlinear FE analysis with a coarse mesh under consideration of semi-empirical methods for the effective skin-stiffness are used. At this point the effective stiffness method derived in this paper is used. Admittedly previous semi-empirical methods like the effective width method [J. Wiedemann, Leichtbau 1: Elemente, second ed., 1996; M.C.Y. Niu, Airframe Stress Analysis and Sizing, second ed., Commilit. Press Ltd., 1999] (only for pure compression load) or the method of Kuhn [P. Kuhn, J.P. Peterson, L.R. Levin, A summary of diagonal tension part I – methods of analysis, Technical Note 2661, NACA, 1952] (only for pure shear load) have disadvantages for the general combined compression and shear load case. This is improved in the current method.The first part of the paper deals with the realisation of the compression and shear test facility in a finite element model. The verification of the finite element model is important for subsequent parameter variations. The second part of the paper presents the approach of how to assess the effective skin-stiffness. In comparison to the paper in [M. Heitmann, P. Horst, D. Fitzsimmons, Effective stiffness of postbuckled stiffened metallic panels under combined compression and shear stress, J. Strain Anal. 38 (6) (2003) 534–555] many new parameters have been analysed. Therefore the new approach for the geometrically nonlinear analysis derived from the finite element results for combined compression and shear stress is considerably improved. At the end of the paper the great benefit of the new approach is shown. The results of very fast quasi nonlinear FE analyses under consideration of the new approach for the effective skin-stiffness on a coarse panel mesh agree well with the results of time expensive nonlinear FE analysis on a very fine panel mesh. Further studies are necessary to expand the new method to the influence of plasticity. 相似文献
19.
为研究剪切载荷下2A97铝锂合金加筋壁板的屈曲与后屈曲行为,设计了加筋壁板和夹具,完成了壁板的剪切试验;得到了加筋壁板的失稳载荷、破坏载荷以及破坏模式;采用受剪板屈曲与张力场理论计算了加筋壁板的剪切屈曲失稳载荷;建立有限元数值计算模型对加筋壁板屈曲行为进行计算分析,并将数值结果与试验结果对比。结果表明:加筋壁板的屈曲模式为筋条间蒙皮的局部屈曲;加筋壁板的破坏模式为沿加载对角线方向蒙皮的凸起,破坏原因为蒙皮的塑性变形、撕裂以及筋条的扭转变形;利用张力场理论可以得到较准确的屈曲失稳载荷,与试验误差为6.56%;数值模拟得到的屈曲与破坏模式与试验吻合,失稳载荷和极限载荷与试验结果误差分别为1.22%和11.52%。 相似文献
20.
本文首先由解析有限元模型的模态矩阵,得到未测量自由度与已测量自由度模态之间的变换关系,利用该关系对解析模型进行缩聚。然后针对缩聚后的特征方程,利用解析刚度矩阵和质量矩阵以及实测的模态参数确定模型误差位置。模拟结果表明,该方法可行。 相似文献