Temporal variation of modulated-wave-train geometries and their influence on vertical bending moments of a container ship     

《Applied Ocean Research》2019

A towing experiment was conducted using a modulated wave train to investigate the vertical bending responses of a hydro-structural container ship model. In the experiment, a spatially periodic modulated wave train, as a model of a freak wave in successive high waves mimicking the so-called three sisters, was generated by the recently established higher-order spectral method wave generation (HOSM-WG) method. HOSM-WG enables us to control the location and timing of the maximum crest height in a wave tank. With precise control of the towing carriage, an experiment was conducted in which the timing of the encounters between the ship model and the modulated wave train was accurately determined. The maximum sagging moment (SM) was found to increase in proportion with the encounter wave height. However, because of differences in the relative depth of the fore and aft troughs, the maximum SM is highly variable for a given wave height. The temporal wave-geometry evolution caused the relative trough-depth to vary significantly within a wave period in the vicinity of the maximum crest height. As a result, depending on the encounter timing, the SM varied considerably for a given wave height. The temporal variation of the wave geometry is a robust feature of a modulated wave train and is common between the spatially periodic and temporally periodic modulated wave trains.  相似文献   

Thermal bending of thin, anisotropic, clamped elliptic plates     

P.A.A Laura  C.A Rossit 《Ocean Engineering》1998,26(5):485-488

The present note deals with the exact analytical solution of thermal bending of clamped, anisotropic, elliptic plates in the case where the thermal field is given by an expression of the type T(x,y,z)=z(Ax²+Cxy+By²).The problem is of basic interest in some ocean and mechanical structural systems since anisotropic materials are commonly used in those fields. Obviously the case of an orthotropic material constitutes a particular situation of the problem under study.  相似文献   

生物成因与无机成因文石的FTIR光谱区别   总被引：5，自引：1，他引：4  

张刚生  李浩璇 《矿物岩石》2006,26(1):1-4

对16种贝壳交叉页片层中生物成因文石的FT IR谱进行测量,并与无机成因文石进行对比和统计分析后,首次发现生物成因与无机成因文石的FT IR光谱有明显可区分的特征,生物成因文石2ν带(面外弯曲振动)频率平均值为863.4 cm-1,而无机成因文石该带的平均值为855.5 cm-1,两者频率位移达7.9 cm-1。因此文石的2ν带可作为指纹带鉴别生物和无机成因文石。  相似文献   

A theoretical study of the factors which influence the measurement of fishing netting mesh size     

F. G. O&#x;Neill 《Ocean Engineering》2003,30(16):2053-2063

A theoretical investigation is carried out of the mesh size measurement of an idealized fishing netting mesh. It is assumed that the bending moment of the netting twine is proportional to curvature and that there is no twine extension and no cross-sectional deformation of the twine. The corresponding momentum and force balance equations are analyzed. The measurement method our analysis most approximates is that of the ICES gauge. The effect on mesh measurement of twine bending stiffness, frictional resistance, boundary slope, gauge force and gauge thickness are all examined.  相似文献   

A Generalized Point Conforming Rectangular Plate Element     

Wang Deyu Chen Tieyun Associate Professor 《中国海洋工程》1995,(3)

- A generalized point conforming rectangular element for plate bending is proposed. The present element displacement field can not only satisfy the continuity of normal displacement and its derivative at the element node, but also satisfy the generalized continuity at the middle point of each element boundary, where the generalized conforming condition is to make the non-conforming residual to be minimum. Numerical results show that the proposed element is more accurate than the ordinary 4-node non-conforming rectangular plate element (ACM element).  相似文献   

圆形网箱框架用PE管材的弯曲疲劳试验   总被引：1，自引：0，他引：1  

关长涛  陆光炯  林德芳  杨长厚  徐斌  黄滨 《中国海洋大学学报(自然科学版)》2006,36(2):236-240

网箱框架在风、浪、流单一载荷或其复合载荷的作用下,始终处于动态变化中,在这样的工况条件下,很容易发生疲劳破坏。本文通过对网箱框架工况条件的分析,认为网箱框架在沿直径方向的弯曲疲劳为主要因素,且在弯曲过程中周长保持不变。以圆形框架在直径方向产生20%的压缩变形为极端条件,通过几点假设,将工况条件向试验条件进行转化,提出1种圆形网箱框架用PE管材的弯曲疲劳试验方法。采用此方法对3种改性配方的聚乙烯管材样品进行了弯曲疲劳试验。结果表明,经10万次弯曲试验,3种配方的试样表面均无开裂等破坏现象,各配方的最大应力水平分别下降了14.3%,9.4%和16.9%。  相似文献   

煤矿井下套铣打捞技术研究与应用          下载免费PDF全文

杨轶  王建强  洪建俊 《探矿工程》2021,48(2):64-69

基于煤矿开采深度的增加,在复杂地层中进行定向钻孔施工发生卡钻事故的风险也在急剧增加。采用套铣打捞技术进行卡钻事故处理,能够提高事故处理的成功率,并起到保护原钻杆的作用,降低经济损失。文章分析研究了套铣打捞钻具的选择、冲洗液选择、工艺参数以及工艺方法,结合在玉溪矿和临涣矿打捞实例,优化了套铣打捞工艺及相关参数。  相似文献   

A method for assessing kinematic bending moments at the pile head     

Luca de Sanctis  Rosa M. S. Maiorano  Stefano Aversa 《地震工程与结构动力学》2010,39(10):1133-1154

The conventional design methods for seismically loaded piles still concentrate in providing adequate resistance from the pile to withstand only the inertial bending moments generated from the oscillation of the superstructure, thus neglecting the effect of kinematic interaction between pile and soil. By contrast there has been extensive research on kinematic effects induced by earthquakes and a number of simplified methods are available for a preliminary evaluation of kinematic bending moments at the interface between two soil layers. Less attention has been paid to the effects of kinematic interaction at the pile‐head. The paper summarizes recent research work on kinematic response analysis of fixed‐head piles aimed at the performance evaluation of a piled foundation. Results from an extensive parametric study, undertaken by means of three‐dimensional FE analyses, suggest a new criterion to predict kinematic bending effects at the pile head, where the combination of kinematic and inertial effect may be critical. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

A unified approach to ray bending, ray perturbation and paraxial ray theories     

Roel Snieder  Carl Spencer 《Geophysical Journal International》1993,115(2):456-470

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复合式基坑支护结构抗弯刚度及水平位移计算方法探讨     

段新胜  陈飞等 《地质与勘探》2002,38(5):81-85

根据钢筋混凝土结构理论，提出了后插筋旋喷桩与灌注桩复合式基坑支护结构截面抗弯刚度计算的力学模型及截面抗弯刚度和水平位移的计算方法。  相似文献