共查询到20条相似文献，搜索用时 62 毫秒
1.
工程实际中,由于不能获取结构所承受的外载荷而导致无法利用数值计算方法求解结构上关心位置动态响应的问题,提出了采用数值计算和试验相结合的解决问题的途径.通过对结构模态分析,提取出结构相关模态参数,并建立结构上任意两点动态响应的传递关系,然后通过其中一点动态响应的测试数据来计算其它任意点的实际动态响应. 相似文献
2.
A numerical investigation of thin-walled complex section steel columns with intermediate stiffeners was performed using finite
element analysis. An accurate and reliable finite element model was developed and verified against test results. Verification
indicates that the model could predict the ultimate strengths and failure modes of the tested columns with reasonable accuracy.
Therefore, the developed model was used for the parametric study. In addition, the effect of geometric imperfection on column
ultimate strength and the effect of boundary conditions on the elastic distortional buckling of complex section columns were
investigated. An equation for the elastic distortional buckling load of fixed-ended columns having different column lengths
was proposed. The elastic distortional buckling load obtained from the proposed equation was used in the direct strength method
to calculate the column ultimate strength. Generally, it is shown that the proposed design equation conservatively predicted
the ultimate strengths of complex section columns with different column lengths. 相似文献
3.
使用ANSYS有限元软件、实验模态分析技术对F320型石油井架模型的动态特性进行了数值与试验分析.从分析获得的结构动态特性信息中发现,对于这一类F320石油井架模型结构,不能用简单的线性梁模型来简化处理.本次井架模型动态特性试验结果可以作为石油井架非线性结构模型建立的数据基础. 相似文献
4.
A new control strategy based on modal energy criterion is proposed to demonstrate the effectiveness of the control system in reducing structural earthquake responses. The modal control algorithm combining LQR （linear quadratic regulator） control algorithm is adopted in the discrete time-history analysis. The various modal energy forms are derived by definition of the generalized absolute displacement vector. A preliminary numerical study of the effectiveness of this control strategy is carried out on a 20-storey framed steel structural model. The controlled performance of the model is studied from the perspectives of both response and modal energy. Results show that the modal energy-based control strategy is very effective in reducing structural responses as well as in consuming a large amount of modal energy, while augmentation of additional generalized control force corresponding to the modes that contain little modal energy is unnecessary, as it does little help to improve the controlled structural performance. 相似文献
5.
Ten slender steel reinforced cencrete (SRC) composite columns are tested under eccentric loading conditions.Effects of concrete strength, slenderness of columns and eccentricity of the axial load are studied. The load-carrying capacity is reduced with increased slenderness ratio and eccentricity. Concrete strength has no obvious influence on eccentrically loaded columns. Then, a nonlinear numerical method of pin-ended slender columns is also presented. This method is applicable for determining the material failure load or buckling failure load of a slender steel reinforced concrete composite column. In this method both material and geometric nonlinearities are taken into account. The results of numerical analysis accord well with the test results. The test results are also compared with the results predicted by ACI318-05 and the China Specifications. 相似文献
6.
通过建立“非离散模型”对复合材料加筋圆柱曲板进行了总体失稳分析研究,重点研究了边界条件影响和简化方法,推导了加筋圆柱曲板整体失稳的筋条“抹平”计算方法,并通过算例与试验结果进行了比较。结果表明该算法对筋条两对边为简支或固支时的总体失稳分析具有较高精确度,同时对实验的加载方法有一定指导意义。 相似文献
7.
通过对CW6163D型机床的激振试验,识别其模态参数和模态振型,掌握了该机床的结构动态特性,分析了该机床的薄弱环节.基于结合面基础特性参数,研究了机床导轨结合部特性的有限元建模方法,并将其用于机床整机的特性分析,为机床整机特性分析中结合部特性参数的确定提供了一种方法.通过有限元计算和试验模态分析的比较,证明两者能很好地吻合,为改善机床的动态特性提供科学的依据. 相似文献
8.
The buckle and collapse of offshore pipeline subjected to combined actions of tension, bending, and external pressure during
deepwater installation has drawn a great deal of attention. Extended from the model initially proposed by Kyriakides and his
co-workers, a 2D theoretical model which can successfully account for the case of simultaneous tension, bending, and external
pressure is further developed. To confirm the accuracy of this theoretical method, numerical simulations are conducted using
a 3D finite element model within the framework of ABAQUS. Excellent agreement between the results validates the effectiveness
of this theoretical method. The model is then used to study the effects of several important factors such as load path, material
properties, and diameter-to-thickness ratio, etc., on buckling behaviors of the pipes. Based upon parametric studies, a few
significant conclusions are drawn, which aims to provide the design guidelines for deepwater pipeline with solid theoretical
basis. 相似文献
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11.
杨晓静凌静秀银光球 《福建工程学院学报》2017,(1):30-34
基于虚拟样机技术及有限元法,提出了破碎站钢结构的力学模型等效及落料冲击系数的数值模拟方法,采用理论公式对单块物料冲击钢结构的动载系数进行计算,并将其与数值模拟分析结果对比。分析表明,1m3大小的正方体煤岩物料从5m高度下落直接冲击钢结构,其冲击系数的理论计算及刚体动力学分析结果均为123,而柔体动力学分析结果为125,三者误差约1.6%,表明提出的数值模拟方法及钢结构等效模型有效,分析方法可为破碎站的性能评估及结构优化提供基础。 相似文献
12.
大跨径钢桥面铺装动响应分析 总被引：4，自引：0，他引：4
为了研究车辆随机荷载作用下的大跨径钢桥面铺装层动响应,首先根据目前钢桥面铺装的平整度现状,利用功率谱密度函数模拟桥面不平度;然后选取单轮车辆模型计算由桥面不平度引起的行驶车辆随机动荷载;最后采用瞬态动力分析方法计算了铺装层的竖向位移及最大横向拉应力等主要力学响应,并与以往的移动恒载作用下铺装层的动响应及静力计算结果做了比较、分析表明,针对铺装层而言,相邻的2块横隔板的跨中位置为最不利荷栽位置;考虑桥面不平度情况下铺装层的最大竖向位移和最大横向拉应力的峰值分别是只考虑冲击系数的移动恒载作用下的1.33倍和1.39倍、研究结果为铺装层的混合料和结构设计提供了理论依据,对桥面施工及维护提出了严格要求. 相似文献
13.
This study investigated characteristics of bifurcation and critical buckling load by shape imperfection of space truss,which were sensitive to initial conditions.The critical point and buckling load were computed by the analysis of the eigenvalues and determinants of the tangential stiffness matrix.The two-free-nodes example and star dome were selected for the case study in order to examine the nodal buckling and global buckling by the sensitivity to the eigen buckling mode and the analyses of the influence,and characteristics of the parameters as defined by the load ratio of the center node and surrounding node,as well as rise-span ratio were performed.The sensitivity to the imperfection of the initial shape of the two-free-nodes example,which occurs due to snapping at the critical point,resulted in bifurcation before the limit point due to the buckling mode,and the buckling load was reduced by the increase in the amount of imperfection.The two sensitive buckling patterns of the numerical model are established by investigating the displaced position of the free nodes,and the asymmetric eigenmode greatly influenced the behavior of the imperfection shape whether it was at limit point or bifurcation.Furthermore,the sensitive mode of the two-free-nodes example was similar to the in-extensional basis mechanism of a simplified model.The star dome,which was used to examine the influence among several nodes,indicated that the influence of nodal buckling was greater than that of global buckling as the rise-span ratio was higher.Besides,global buckling is occurred with reaching bifurcation point as the value of load ratio was higher,and the buckling load level was about 50%-70% of load level at limit point. 相似文献
14.
吴波吴兵兵 《福建工程学院学报》2021,(4):322-329
地铁车站出入口通道暗挖施工具有很高的风险,为确保此类工程安全施工及量化评价施工可靠性,以南昌地铁3号线通道暗挖工程为依托,采用ABAQUS软件建立三维数值分析模型分别模拟上下台阶法施工和交叉中隔壁法施工。数值模拟结果表明,仅交叉中隔壁法能够满足安全施工和有效控制地层沉降的要求。针对交叉中隔壁法施工,采用有限元强度折减法计算得到无风险因素作用和风险因素最不利组合作用下的安全系数,由点估计法计算通道暗挖施工可靠度。研究结果表明:无风险因素作用时,通道暗挖施工失效概率仅为0.17%,当通道左上导洞开挖遭遇极端降雨天气时,失效概率达到99.7%。强降雨导致通道上覆土体强度降低,此时必须采取加固措施,否则通道施工安全和沉降控制将大概率无法满足要求。通道暗挖施工期间应高度重视监控量测工作,风险因素作用下通道围岩有显著的特征点位移变化,是一个渐进的过程,及时分析监测数据和采取相应技术手段,可避免施工安全风险的发生。 相似文献
15.
张江林 《邢台职业技术学院学报》2010,27(1):61-65
应用有限元方法在机体结构模态分析的基础上,对某四缸内燃机曲轴各主轴承在曲轴轴颈作用力激励下的结构振动进行了计算,得到了曲轴各主轴承在不同方向上的结构振动响应曲线,并对其响应特征进行了分析。在此基础上,对轴承结构动力响应与机体结构模态特征间的关系以及主轴承结构振动与机体结构振动和噪声辐射之间的关系也作了进一步的讨论。结果表明作用在主轴承上的径向力可以激起主轴承的轴向往复振动,该轴向振动传播到机体裙部并产生噪声辐射。 相似文献
16.
一种利用等效模型与遗传算法的动态有限元模型修正方法 总被引：3，自引：0，他引：3
为了解决现有动态有限元模型修正方法计算效率不高或者可能获得局部最优解的问题,提出了一种利用等效模型和遗传算法的动态有限元模型修正新方法.首先,在设计参数的取值范围内,根据预设的多项式模型的阶次以及自变量的个数,利用试验设计方法获得拟合响应面模型所需要的最优样本点;通过有限元分析获得样本数据,并利用回归分析获得响应面模型,从而以响应面模型逼近结构特征与设计参数之间的函数关系.然后,在遗传算法的适应度评估环节,利用响应面模型替代有限元模型计算对应于一组设计参数的结构特征,并计算遗传个体的适应度,最终通过进化获得最优解,即为修正后的设计参数.以汽车车架模型为例,对其进行有限元分析与模态试验,并利用所提出的方法进行模型修正.修正后,模态频率误差的均方值小于2%.用修改后结构的动态特性的测试结果,对修正后有限元模型的预测能力进行检验,模态频率预测误差的均方值小于2%. 相似文献
17.
A model of dynamic programming for repairing strategies of concrete structures during a projected service period is proposed,which takes into account the degradation in strength of components and the probability of accidental load.This model takes the safety grade of a structural system as the state variable of repairing strategies,and incorporates economic factors including expected repair cost,property loss due to structure failure,goods and material loss due to structure failure,loss of production interrupt due to structure failure,and inspection cost in decision making.It is found that the optimal repairing strategies are sensitive to the probability of accidental loads as well as the failure costs.The practicality of the model is demonstrated by an example. 相似文献
18.
讨论弹性有限长度杆端部受冲击载荷作用，在轴向应为波传播和反射过程中的动态屈曲问题．利用扰动方程的解、端部支承条件和应力波反射前后波阵面相容条件得到了动态屈曲的分叉条件，临界载荷和屈曲模态．数值结果表明：临界载荷有多个分支且随时间增加而降低；由于应力波在端部的反射，使临界载荷进一步下降．这个结果就解释了实验中的一些现象． 相似文献
19.
杨丽梅 《浙江教育学院学报》2013,(3):12-17
当汉语情态动词“要”分别表现为动力情态、道义情态和认识情态义时,“s要VP”构式呈现出不同的语义和认知特点。以Langacker的认知语法为理论视角,对这一构式的研究表明：“要”表现为不同情态义时,“s要VP”的概念结构各异;在从动力情态向认识情态发展过程中,构式“S要VP”的主观性逐渐增强。 相似文献
20.
通过有限元软件ANSYS构建非线性数值模型,并利用现有试验数据进行模型准确性验证。分析了板件宽厚比、截面尺寸效应以及是否约束某一主轴方向位移对构件稳定承载力的影响,发现三者影响均可不予考虑。在大规模参数分析的基础上,本文建议对于6061-T6,几何缺陷系数中的两个参数分别取和,对于6061-T4建议取和。对比中、欧规范计算结果发现,该建议与试验及参数分析结果具有更好的吻合性,满足计算精度和安全度的工程设计要求。 相似文献