共查询到18条相似文献,搜索用时 375 毫秒
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研究了如何使用连续小波变换工具来对加筋板结构的焊接裂纹进行检测.首先分析了裂纹对于板在焊缝位置的振动模态造成的影响,用有限元法求得含有不同长度焊接裂纹的加筋板结构的振动模态.然后对焊缝处板的振动模态信号进行连续小波变换,根据小波系数的极值判断裂纹位置和裂纹长度.研究结果表明,当裂纹很短时,其位置也可以很容易地被确定;而且当裂纹扩展到一定程度时,其长度也可以被检测出来. 相似文献
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基于动力特性与小波变换的损伤检测方法在海洋平台中的应用 总被引:1,自引:0,他引:1
研究了平台下部结构的不同位置发生不同程度损伤时,利用数值计算可以得到平台结构的固有频率、振型、模态应变能、频响函数等有关参数。利用上述参数变化,可以用来识别损伤、损伤位置以及损伤程度。研究表明,振型参数可以用来对损伤进行定位,模态应变能方法可以发现结构的早期损伤,而频响函数可以发现下部结构任何构件的断裂;借助于小波变换对频响函数进行分析,可以发现早期结构损伤。 相似文献
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[目的]针对内嵌二维声学黑洞薄板的数值模拟方法进行对比研究,[方法]提出使用板壳单元对声学黑洞薄板进行离散建模的方法。首先,设计内嵌二维声学黑洞薄板算例,应用体单元建立该薄板的有限元模型,以验证其声学黑洞效应。然后,采用相同尺度的板壳单元来模拟该二维声学黑洞薄板,并对2种建模方法的模态和振动特性进行数值对比验证。最后,讨论声学黑洞区域厚度阶梯变化尺度以及幂律对整体结构振动特性的影响。[结果]研究表明,使用板壳单元离散内嵌声学黑洞薄板计算其振动特性的精度是可靠的,板壳单元离散方法相比体单元离散法具有计算规模小、计算效率高的优点。同时,合理调节声学黑洞区域的厚度阶梯变化尺度以及幂律会改变局部模态对应的固有频率。[结论]研究结果可为声学黑洞结构的设计与应用提供指导。 相似文献
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小波消噪已经成为目前信号消噪的主要方法之一,小波变换由于在时频两域都具有良好的局部性能,尤其在信号处理过程中,采样信号都不可避免地受到各种噪声和干扰的影响,利用小波分析可以对实验数据进行消噪处理。本文详细介绍了目前小波消噪的各种方法,揭示了小波消噪的数学背景和滤波特性;并阐述了针对不同信号的自身局部特性以及使用不同的小波变换函数和构造出适合的闻值之间的联系。对一个含有噪声的多普勒测试信号和一个含噪声图像分别进行了多尺度一维离散平稳小波分解和二维离散平稳小波消噪分析,仿真的结果表明:小波分析可以对信号更有效地消噪。 相似文献
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文章给出了基于弹性大挠度理论和刚塑性分析的加筋板格高级屈曲分析方法(EPM),该方法包括五种失效模式,即正交加筋板格整体屈曲、纵向加筋子板格整体屈曲、纵向加筋和带板的局部屈曲或屈服、纵向加筋的侧倾以及全部屈服,可以考虑初始挠度和残余应力的影响以及双向压缩和侧向载荷的联合作用。以EPM方法为核心开发了加筋板格高级屈曲分析软件系统,包括任务管理、数据输入、屈曲分析、结果查看、能力曲线和文件分析等六个模块。为验证EPM方法的精度进行了系列纵向加筋和正交加筋板格试验模型的比较计算,并计算了四种典型加筋板格的双向应力能力曲线,与板格极限状态分析(PULS)软件和协调共同结构规范(HCSR)方法进行了比较分析。结果表明EPM方法可以分析联合载荷等因素对加筋板格极限强度的影响,文中开发的软件系统可用于加筋板格高级屈曲分析。 相似文献
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水下结构声固耦合振动的特征值计算 总被引:8,自引:0,他引:8
针对水下结构声固耦合振动计算中出现的非对称矩阵(与频率相关)的特征值问题,本文基于共轭子空间迭代法,提出了计算水下结构振动固有频率和振型的双重迭代算法.数值算例表明:该算法收敛性好,用于水下结构声固耦合振动的特征值计算是有效的.文中分别将流体视为不可压缩和可压缩两种情况建立了流固耦合方程,计算了板、加筋板和方箱振动的固有频率和振型,将干模态和湿模态、不可压缩流体和可压缩流体的计算结果进行了比较,并分析了结构刚度和流体边界条件对附加水质量影响系数的影响. 相似文献
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船体是一个由加筋板格组成的箱形结构,加筋板格的强度计算对于船体结构的强度分析极为重要。最近几年计多作者提出了采用简化方法来计算加筋板格的极限强度。但是,绝大部分采用这种方法进行研究的文章均只讨论了纵向受压一种情况。对于实际的船体加筋板格来说,最一般的载荷工况是纵向应力、横向应力、剪应力和垂向压力的组合载荷,但纵向应力占主导地位,本文将简化方法推广到解决组合载荷的情况。通过本文的计算表明,本简化方法 相似文献
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Ship structures may be subjected to repeated random patch loads at different locations. Under these circumstances, ship plates will have large accumulated permanent deformations, which will result in some serious negative effects on their work and safety performance. Therefore, the elasto-plastic response of ship structure under repeated patch loads at different locations are studied by using finite element method. The permanent deformations of plate in the whole loading and unloading process are investigated. In addition, the residual stress and plastic strain states of the panel and stiffeners are studied based on a typical wheel-on-deck interaction scenario. Moreover, according to Hughes's hypothesis, the equivalent method between repeated patch loads at different locations and full uniform pressure load is studied. Considered the influence of plate slenderness, the improved formula for equivalent load coefficient is proposed, showing a good correlation with experimental data and numerical results. The proposed equivalent method can be used for estimating the permanent deformations of ship structures under repeated patch loads at different locations in ship life. 相似文献
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《船舶与海洋工程学报》2019,(4)
A conventional method of damage modeling by a reduction in stiffness is insufficient to model the complex non-linear damage characteristics of concrete material accurately. In this research, the concrete damage plasticity constitutive model is used to develop the numerical model of a deck beam on a berthing jetty in the Abaqus finite element package. The model constitutes a solid section of 3D hexahedral brick elements for concrete material embedded with 2D quadrilateral surface elements as reinforcements. The model was validated against experimental results of a beam of comparable dimensions in a cited literature.The validated beam model is then used in a three-point load test configuration to demonstrate its applicability for preliminary numerical evaluation of damage detection strategy in marine concrete structural health monitoring. The natural frequency was identified to detect the presence of damage and mode shape curvature was found sensitive to the location of damage. 相似文献
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Experimental drop weight impact tests are performed to examine the dynamic response of web girders in a one-tenth scaled tanker double hull structure struck laterally by a knife edge indenter. The small stiffeners of the full-scale prototype are smeared in the small-scale specimen by increasing the thicknesses of the corresponding plates. The plastic response is evaluated at two impact velocities and the impact location is chosen between two web frames to assure damage to the outer shell plating and the stringers. The laboratory results are compared with numerical simulations performed by the LS-DYNA finite element solver. In the simulations, the strain hardening of the material is defined using experimental data of quasi-static tension tests and the strain rate sensitivity is evaluated using standard coefficients of the Cowper–Symonds constitutive model. The experimental permanent deflection and shape of the deformation show a good agreement with the collision simulations. It is found that the crushing resistance of the specimens is determined by the deformation mechanism of the stringers. Thus, the deformation process is described and compared with theoretical deformation modes for web girders subjected to large in-plane quasi-static loads. Additionally, the influence of the stiffeners on the shape of the deformation of the stringers is illustrated through simulations of stiffened structural elements. 相似文献