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船闸闸首非线性有限元计算分析 总被引:1,自引:1,他引:0
在船闸下闸首工程的结构计算分析中,考虑地基土体材料的非线性特性,采用非线性有限单元法,对嘉陵江新政船闸下闸首进行了计算分析研究。运用ANSYS10.0通用计算软件,建立了三维非线性弹塑性有限元模型,采用D-P准则对闸首的回填土和地基土体进行计算,经对嘉陵江新政船闸闸首在不同工况下的应力和应变分布特征进行分析比较,验证了模型的正确性和实用性。 相似文献
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在土工离心模型试验过程中,针对各种港口工程结构物的特点,科学提出相应的地基模拟技术、结构物模拟技术、量测技术以及港口工程中涉及的波浪荷载模拟技术和港池开挖卸载模拟技术等,对土体与结构物之间相互作用机理进行合理分析,并定量地得到工程结构的一些关键技术参数,如结构内力和整体结构稳定性等,有力推动土工离心模拟技术在港口工程中的应用。 相似文献
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底板是闸首结构受力最复杂的部位,属于典型的空间受力结构,目前船闸规范中仍将弹性基础梁法作为闸首底板内力计算的主要方法,该方法系平面计算理论,且采用弹性模型代替弹塑性模型,存在优化的可能。结合土基上某船闸工程实例,利用有限元软件ANSYS,通过D-P屈服准则进行三维非线性有限元分析,研究弹塑性模型下闸首底板的内力与变化规律,并与弹性基础梁法、三维有限元弹性法进行分析比较,提出了各种方法的适用条件,以供类似工程借鉴参考。 相似文献
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考虑结构材料和几何尺度等非线性因素,应用ABAQUS有限元软件建立船闸闸首部位的三维数值模型;通过合理设置闸首部位边墩、底板、回填土和地基之间的接触,分别计算不同工况条件下闸首的结构内力;在验证计算成果合理性的基础上,探讨采用解析法和有限元法进行结构内力分析的优缺点及其适用条件. 相似文献
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Use of 3D compartment model for simplified full ship FE model. Part I: construction of FE model 总被引:1,自引:1,他引:0
Beom-Seon Jang Jae-Hoon Jung Yong-Suk Suh 《Journal of Marine Science and Technology》2008,13(2):154-163
Classification societies cannot cover the torsional strength assessment with simple empirical formula as the size of a containership
increases drastically over 10 000 TEU in recent years. Torsional strength of a container ship is very difficult to estimate
with an analytical method due to its alternatively varying cross sections, i. e. an open and a closed section. This article
proposes an approach to construct a simplified FE model using a 3D compartment model available from the beginning of ship
design process. The model is cut to pieces of lots of small pieces of lines by a set of transverse, longitudinal and horizontal
planes. Two algorithms are developed for mesh generation of internal structures; one for assembling the broken lines into
closed loops and the other for automatically generating mesh from the loops. Another algorithm is proposed to generate mesh
for outer hull using outermost nodes of the FE model built for internal members. The validity of the simplified model is discussed
along with a beam theory based approach in J Mar Sci Technol (2008) 相似文献
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《Journal of Marine Systems》2005,53(1-4):1-17
Constructing models from time series with nontrivial dynamics is a difficult problem. The classical approach is to build a model from first principles and use it to forecast on the basis of the initial conditions. Unfortunately, this is not always possible. For example, in fluid dynamics, a perfect model in the form of the Navier–Stokes equations exists, but initial conditions and accurate forcing terms are difficult to obtain. In other cases, a good model may not exist. In either case, alternative approaches should be examined. This paper describes an alternative approach of combining observations and numerical model results in order to produce an accurate forecast. The approach is based on application of a method inspired by chaos theory for building nonlinear models from data called Local Models. Embedding theorem based on the time lagged embedded vectors is the basis for the local model. This technique is used for analysis and updating of numerical model output variables to forecast and correct the errors created by numerical model. The local model approximation is a powerful tool in the forecasting of chaotic time series and has been employed for wave prediction in a forecasting horizon from a few hours to 24 h. The efficacy of the local model as an error correction tool (by combining the model predictions with the observations) compared with the predictions of linear auto regressive models has been brought up. In the present study, the parameters driving the local model are optimized using evolutionary algorithms. 相似文献
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Wave-induced vessel motion prediction plays a critical role in ensuring safe marine operations. The operational limiting criteria can usually be calculated by applying presumed linearized vessel motion transfer functions based on the specified vessel loading condition, which may deviate from the real vessel condition when the operation is executed. Reducing the uncertainties of the onboard vessel loading condition can therefore improve the accuracy of vessel motion prediction and hence improve the safety and cost-efficiency for marine operations. However, parameters related to the onboard vessel loading condition can be difficult to measure directly, such as the center of gravity and moments of inertia. In addition, the hydrodynamic viscous damping terms are always subject to significant uncertainties and sometimes become critical for accurate vessel motion predictions. A very promising algorithm for the tuning of these important uncertain vessel parameters based on the unscented Kalman filter (UKF) that uses onboard vessel motion measurements and synchronous wave information was proposed and demonstrated previously by application to synthetic data. The present paper validates the UKF-based vessel seakeeping model tuning algorithm by considering measurements from model-scale seakeeping tests. Validation analyses demonstrate rational tuning results. The observed random errors and bias in relation to the measurement functions due to the applied simplification and linearization in the seakeeping simulations can lead to biased tuning. The importance of designing the state space and the measurement space is demonstrated by case studies. Due to the nonlinear relationship between the uncertain vessel parameters and the vessel motions, the tuning is shown to be sensitive to the mean state vector and selection of the surrounding sigma points. 相似文献
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Beom-Seon Jang Jae-Hoon Jung Yong-Suk Suh 《Journal of Marine Science and Technology》2008,13(4):408-415
This is Part II in a series of papers. Part I (J Mar Sci Technol 13:154–163) deals with an approach employed to construct
a simplified FE model using a 3D compartment model available from the beginning of the ship design process. This paper begins
by describing the limitations of an analytical approach based on shear warping beam theory for assessing torsional strength.
Next, the structural parts of a container ship that have a negligible effect on hull girder bending strength and torsional
strength are determined. This is verified by removing these parts from a conventional FE model and comparing the results obtained
using this modified model with those yielded by the original model. The fore end part, the aft end part and the deck house
are examined. Since these parts have complicated structures and relevant drawings for them are issued later than cargo structure
drawings, modeling them exactly can result in a delay in the completion of the full ship FE model. This paper also verifies
the validity of the simplified FE model built by applying the method proposed in Part I and comparing the results obtained
with it with those given by a conventional full ship FE model. The stresses on hatch coaming top, the maximum diagonal elongations
of the hatch coaming, and the maximum hatch corner movements are evaluated to check the validity of the simplified model. 相似文献