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91.
大长细比弹体斜侵彻混凝土靶的动力学响应 总被引:2,自引:0,他引:2
基于刚塑性自由梁在横向冲击载荷下的动力学响应研究方法,结合空腔膨胀理论给出的弹体载荷分析,给出了弹体作为自由梁在塑性铰出现之前的响应行为,得到了梁内任一截面在横向载荷下剪力和弯矩分布规律以及轴向载荷下的轴力分布规律。计算结果表明,大长细比结构弹体的危险截面在承受较大轴向惯性压力载荷后,对由非正侵彻导致的横向载荷极为敏感。最后基于压弯联合作用载荷分析,给出了动能弹设计的抗弯极限壁厚要求。 相似文献
92.
The recently developed pushover analysis procedure has led a new dimension to performance-based design in structural engineering
practices. With the increase in the magnitude of monotonic loading, weak links and failure modes in the multi-storey RC frames
are usually formed. The force distribution and storey displacements are evaluated using static pushover analysis based on
the assumption that the response is controlled by fundamental mode and no mode shift takes place. Himalayan-Nagalushai region,
Indo-Gangetic plain, Western India, Kutch and Kathiawar regions are geologically unstable parts of India and some devastating
earthquakes of remarkable intensity have occurred here. In view of the intensive construction activity in India, where even
a medium intensity tremor can cause a calamity, the authors feel that a completely up-to-date, versatile method of aseismic
analysis and design of structures are essential. A detailed dynamic analysis of a 10-storey RC frame building is therefore
performed using response spectrum method based on Indian Standard Codal Provisions and base shear, storey shear and storey
drifts are computed. A modal pushover analysis (MPA) is also carried out to determine the structural response of the same
model for the same acceleration spectra used in the earlier case. The major focus of study is to bring out the superiority
of pushover analysis method over the conventional dynamic analysis method recommended by the code. The results obtained from
the numerical studies show that the response spectrum method underestimates the response of the model in comparison with modal
pushover analysis. It is also seen that modal participation of higher modes contributes to better results of the response
distribution along the height of the building. Also pushover curves are plotted to illustrate the displacement as a function
of base shear. 相似文献
93.
为了揭示地形变化对连续档输电线动态特性的影响,本文提出了基于任意高差角的动刚度理论.首先将单档导线视为连续档导线的子结构,构建了两悬挂点不等高的单档导线振动方程,并在该理论方程中引入了二次项,能够考虑重力沿弦向分量的影响,推导出绝缘子串绕其悬挂点转动的动刚度计算方法,通过动刚度理论研究连续档导线横向振动模态和频率,并应用有限元软件ABAQUS 验证理论模态和频率公式的准确性.所得结果表明,动刚度的计算方法具有较高的精度,理论模态与有限元输出结果吻合较好,同时获得的频率和模态可为山地高压输电线路防舞技术的研究提供依据. 相似文献
94.
95.
96.
T. Yano 《Shock Waves》1996,6(6):313-322
A weakly nonlinear plane acoustic wave is emitted into an ideal gas of semi-infinite extent from an infinite plate by its
sinusoidal motion of single period. The wave develops into anN wave in the far field, as long as the energy dissipation is negligible everywhere except for discontinuous shock fronts.
The third-order effects at shock fronts are evaluated, i.e., the generation of reflected acoustic wave as a result of the
interaction of shock and expansion wave and the production of entropy by the energy dissipation at shock fronts. Consideration
of these effects enables one to estimate the whole mass, momentum and total excess energy (sum of the kinetic energy and excess
of internal energy over an initial undisturbed value) transported by theN wave to the accuracy of third order of wave amplitude. It is shown that the mass and total excess energy transported by theN wave increase and the momentum decreases to asymptotic limits as the wave propagates. The result shows good agreement with
a numerical result obtained by solving the Euler equations with a high-resolution TVD upwind scheme. 相似文献
97.
对胡海昌的小参数法的补充 总被引:3,自引:0,他引:3
专著提出了计算特征向量摄动的一种非模态展开法,本文对这一方法中参数μ或者矩阵μ如何选取的问题进行了研究,分析了μ的数学本质,并指出对于重特征值问题,μ只要是一个适当选定的标量常数既可,无需是个矩阵。 相似文献
98.
对线性系统模态控制及其时滞补偿进行研究。模态控制分控制全部模态和控制有限模态两种情况 ,时滞补偿采用移相补偿。最后结合算例对两种控制模态下的控制效果和控制有限模态时的时滞补偿进行了数值计算和结果对比 相似文献
99.
IntroductionInthispaper,westudiedakindofboundaryvalueproblems (BVPs)forsemi_linearretardeddifferentialequationwithnonlinearboundarycondition : εx″(t) =f(t,x(t) ,x(t-ε) ,ε) , t∈(0 ,1 ) ,(1 ) x(t) =φ(t,ε) , t∈[-ε0 ,0 ] ,h(x(1 ) ,x′(1 ) ,ε) =A(ε) ,(2 )whereε>0isasmallparameterandε0 isasufficientlysmallpositiveconstant.ThereweremanyresultsofstudyingonsingularlyperturbedboundaryvalueproblemforretardeddifferentialequationinRefs.[1~5] .Butthosestudiespossessedanesse… 相似文献
100.
Bueckner‘s work conjugate integral customarily adopted for linear elastic materials is established for an interface crack in dissimilar anisotropic materials. The difficulties in separating Stroh‘s six complex arguments involved in the integral for the dissimilar materials are overcome and then the explicit function representations of the integral are given and studied in detail. It is found that the pseudo-orthogonal properties of the eigenfunction expansion form (EEF) for a crack presented previously in isotropic elastic cases, in isotopic bimaterial cases, and in orthotropic cases are also valid in the present dissimilar arbitrary anisotropic cases. The relation between Bueckner‘s work conjugate integral and the J-integral in these cases is obtained by introducing a complementary stressdisplacement state. Finally, some useful path-independent integrals and weight functions are proposed for calculating the crack tip parameters such as the stress intensity factors. 相似文献