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1.
研究液体中声吸收对三种具有不同波形的脉冲光声信号的影响，把吸声介质视为一个线性、时空不变的低通滤波器，得到了考虑声吸收后光声脉冲的幅值和波形随传播距离变化的表达式。 相似文献
2.
缓坡地形上内孤立波的破碎及能量分析 总被引：3，自引：0，他引：3
在大型重力式分层流水槽中对内孤立波沿缓坡地形的演化特征进行了实验研究,利用分层染色标识方法和多点组合探头阵列技术对其传播特性做了定性分析和定量测量。实验表明:下凹型内孤立波沿缓坡地形传播过程中的破碎先从波背部发生,继而演化出上凸型内孤立波;内孤立波破碎不仅与入射波波幅相关,而且受到地形坡度的强烈影响;入射波幅参数??0.4是内孤立波不稳定及破碎的实验判据,内孤立波能量损失出现跃升是其发生破碎的重要特征。研究进一步获得了内孤立波沿缓坡地形的三维演化结构、破碎发生条件和能量变化特性,对于复杂海洋环境中非线性内波传播特性认识及其动力学建模具有重要的科学意义。 相似文献
3.
基于时间反转理论的聚焦Lamb波结构损伤成像 总被引：2，自引：0，他引：2
从理论和实验上研究了时间反转法在频散和多模式的Lamb波结构健康检测方面的应用.当Lamb波在包含有损伤的板类结构中传播时,损伤的存在表现为一个被动波源.采用分布式传感器网络,基于传递函数的观点,通过推导由损伤这个被动波源产生的时间反转波场幅值的表达式,证实了当观察点位于损伤位置时,时间反转波场的幅值最大.为验证时间反转方法的聚焦效应,提出了一种适合于分布的激励/接收传感器网络的成像方法,该方法可以对损伤定位并近似确定损伤尺寸.结合有限元的实验结果显示了Lamb波检测信号的能量可在损伤处聚焦,表明时间反转 相似文献
4.
近惯性波广泛存在于全球海洋,对海洋中的能量级联非常重要。风输入海洋的近惯性能量在海洋中是如何传播和耗散的,能量在海洋中如何划分,一直是受到高度关注的话题。本文简要综述了风生近惯性波在海洋中的传播和耗散过程,包括影响近惯性波传播的因素,比如β效应、中尺度涡度、台风尾流和近惯性波自身的波数特征等;近惯性波在风暴等强天气过程下的传播方式;近惯性波在混合层中衰减时间尺度的模拟;近惯性能量在海洋中的分配以及现有研究中还未解决的问题。本文拟为今后的近惯性波研究提供一些思路,进一步促进近惯性波机制和模拟等方面研究的深入开展。 相似文献
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为了研究真实海洋表面马蹄波特性以及对建筑物的作用,通过物理模型实验研究了马蹄波的波形特征参数以及马蹄波对圆柱体的作用。实验中通过对浪高仪采集的波面升高时间历程曲线进行分析得出了不同水深情况下马蹄波的垂向几何特征,并通过快速傅里叶变换得出了马蹄波波幅谱的特征,研究了马蹄波各组成波波幅沿空间的变化从而得出了圆柱存在对马蹄波演化的影响,同时给出马蹄波绕射形成的波面分布和不同频率谐波在圆柱周围的分布,讨论了马蹄波不同于Stokes波对圆柱作用的特征。结果表明,马蹄波波形受水深影响较大,水深越浅,马蹄波的波面形状越接近椭圆余弦波。圆柱体的存在干扰了马蹄波不稳定的增长,使其在接近圆柱时呈下降趋势,导致不稳定幅值最大值的位置提前并且出现在偏离圆柱迎浪点的侧表面,从而使圆柱受到侧向力的作用。 相似文献
6.
浅海内波及声场起伏数值研究 总被引：2，自引：0，他引：2
为探讨声学方法监测(反演)海洋内波的可行性,分析ASIAEX2001亚洲海海洋声学实验定点温度链实验数据,结果表明：实验期间存在M2内潮波、周期10～30min非线性内波现象,并观测到双温跃层同相传播“双非线性内波”。分别对垂直和平行于内波传播方向传播声场进行了数值计算分析。垂直于内波传播方向的声传播计算结果表明：简正波波数时间演化函数的频谱与内波引起的声速剖面变化频谱基本一致;简正波系数(模值)时间演化函数的频谱与内波引起的声源位置处的声速演化函数的频谱基本一致;高阶简正波波数差随时间的变化要比低阶简正波波数差小约1个量级。平行于内波传播方向的声传播计算结果表明：内潮波主要导致相邻简正波间耦合;非线性内波包能够导致跨号甚至垮多号简正波间耦合。讨论了2种海洋内波声学监测方法。 相似文献
7.
海洋内孤立波是一种在稳定层化海水内部广泛分布的波动,对物质能量传输和海洋环流具有重要作用,也对海洋工程建设和舰船航行安全产生了重要影响。机器学习技术利用数据训练模型,使计算机具备学习和改进性能的能力,在图像检测、分割和预测等领域得到广泛应用。探讨了机器学习在内孤立波检测识别、参数反演和传播预测方面的应用,并指出当前研究中存在的问题,如内孤立波数据集和专门算法研究不足等。最后,分析了机器学习在内孤立波研究中的未来发展趋势。 相似文献
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9.
《中国海洋大学学报(自然科学版)》2015,(11)
基于简正波理论的波导不变量在声传播特性描述中已得到广泛应用,而当环境与距离无关或存在轻微扰动时,基于射线理论的声场特性可以用一个新的物理量—射线稳定性参数来描述。本文通过简正波干涉声场数值模拟,通过分析简正波相长干涉形成的能量包传播路径与射线传播路径相互关系,利用简正波水平干涉结构距离上的周期性与射线水平跨距相等的特点,采用简洁方式证明了射线稳定性参数与简正波波导不变量间的等价性,从而在射线和简正波理论中建立了一个新的联系。对远距离射线模型声传播仿真结果的分析表明,与射线传播时间相比,射线稳定性参数作为射线理论的一个新的参数,可有效用于描述声传播特性,并能够反映海洋环境变化,应用于海洋环境参数声学反演。 相似文献
10.
内波是层结海洋中普遍存在的一种海洋动力学现象,包含内潮、内孤立波、近惯性内波等多种形式,由于其携带能量巨大,分布范围广,发生频率高,对海洋结构物造成严重威胁。对国内外关于内波生成、传播演化、海遥感观测及其与海洋结构物相互作用方面的研究进展进行综述。总结了关于内波的生成机制、浅水和深水区域内波传播演化特征、实际海洋内波特征的遥感观测以及内波与海洋平台及水下潜器相互作用的研究成果,讨论了数值模拟、模型试验、遥感观测等研究手段在海洋内波研究中的应用以及取得的相应研究成果。最后,在探讨海洋内波研究趋势的基础上对未来关于内波生成机制及其海洋学特征观测相关研究需考虑和解决的问题进行了展望。 相似文献
11.
During the last decade, several offshore wind-farms were built and offshore wind energy promises to be a suitable alternative to provide green energy. However, there are still some engineering challenges in placing the foundations of offshore wind turbines. For example, wave run-up and wave impacts cause unexpected damage to boat landing facilities and platforms. To assess the forces due to wave run-up, the distribution of run-up around the pile and the maximum run-up height need to be known. This article describes a physical model study of the run-up heights and run-up distribution on two shapes of foundations for offshore wind turbines, including both regular and irregular waves. The influence of wave steepness, wave height and water depth on run-up is investigated. The measured run-up values are compared with applicable theories and previous experimental studies predicting run-up on a circular pile. 相似文献
12.
Feedback and Feedforward Optimal Control for Offshore Jacket Platforms 总被引：18，自引：0，他引：18
The optimal control is investigated for linear systems affected by external harmonic disturbance and applied to vibration control systems of offshore steel jacket platforms. The wave-induced force is the dominant load that offshore structures are subjected to, and it can be taken as harmonic excitation for the system. The iineafized Morison equation is employed to estimate the wave loading. The main result concerns the existence and design of a realizable optimal regulator, which is proposed to damp the forced oscillation in an optimal fashion. For demonstration of the effectiveness of the control scheme, the platform performance is investigated for different wave states. The simulations axe based on the tuned mass damper (TMD) and the active mass damper (AMD) control devices. It is demonstrated that the control scheme is useful in reducing the displacement response of jacket-type offshore platforms. 相似文献
13.
1 .IntroductionThe structural design method has evolvedfromthe workingstress method,damage stage methodtolimit state method.The more recent probabilisticlimit state design method,whichis based onreliabili-tytheory,has beengenerallyacceptedinthe designcode… 相似文献
14.
Offshore guyed tower platforms belong to the group of compliant offshore platforms which are most suited for deep water exploration. The basic feature of compliant offshore platforms is that they are designed to move with the waves, in at least some degrees-of-freedom. As far as excitation of wave frequencies is concerned, the system opposes wave forces by inertial effects. The offshore guyed tower derives its stability against lateral movement from its mooring system.In this study, the response of offshore guyed towers to random forces generated by wind and wave is investigated. The exposed portion of the tower is subjected to the action of turbulent wind, while the submerged portion is acted upon by random wave forces. The analysis includes the nonlinearities due to the Morison equation of drag force, the variable submergence effect due to waves, the instantaneous position of the tower and force excursion relation of the mooring lines. A parametric study is conducted to investigate the behaviour of the tower under waves, and the combined effect of wind and wave forces. 相似文献
15.
Green water overtopping analyzed with a SPH model 总被引：3，自引：0，他引：3
Wave overtopping on the decks of offshore platforms and ships can cause severe damage due to the high forces generated by the water. This phenomenon is analyzed within the framework of the Smoothed Particle Hydrodynamics (SPH) method. The presence of a fixed horizontal deck above the mean water level modifies strongly the wave kinematics. In particular, the flow in the wave crest is split into two, showing a different behavior above and below the deck. Numerical results generated by the SPH method are compared to laboratory experiments. The formation of a jet in the rear of the deck after overtopping is observed under extreme conditions. 相似文献
16.
Three types of ice loading, which are most commonly present when ice acts on structures, are chosen and simulated for use of fatigue crack propagation tests on offshore structural steel A131. The three types of ice categorized in accordance with the failure modes when acting on structures called crushing ice, bending ice, and buckling ice, respectively. This paper presents an experimental investigation on the fatigue crack propagation behavior of widely used high strength steel A131 for offshore jackets in the loading environment of ice crushing, bending, and buckling. The test results of fatigue crack propagation in steel A131 under these simulated ice loading at temperature 292K. are presented and analyzed in detail in this paper. The amplitude root mean square stress intensity factor is optimized to be the fundamental parameter of fatigue crack propagation for all types of ice loading histories. The results are also compared with constant amplitude fatigue crack propagation conclusions as in wave loa 相似文献
17.
破碎波对近海海岸地形以及海岸建筑物影响强烈,通过物理模型实验对孤立波、规则波作用下破碎带的床面形态以及孔隙水压力进行分析。破碎波冲击海床,破碎处床面上形成沙坝和沙坑,与规则波相比,孤立波破碎时对床面的冲刷更加剧烈,床面形成的沙坝和沙坑尺度更大,且土体内孔隙水压力幅值也较大。同时研究了波面变化对孔隙水压力的影响,发现波面变化历时曲线与孔隙水压力历时曲线相似,与孔隙水压力梯度历时曲线更为相似,说明波面变化更能反映海床内部孔隙水压力梯度的变化。通过探讨波浪与海床之间相互耦合作用,发现破碎带地形变化使得波浪出现不同破碎类型,分析得出卷破波比崩破波作用下孔隙水压力幅值大。 相似文献
18.
Corrosion and fatigue cracks are major threats to the structural integrity of aging offshore platforms.For the rational estimation of the safety levels of aging platforms,a global reliability assessment approach for aging offshore platforms with corrosion and fatigue cracks is presented in this paper.The base shear capacity is taken as the global ultimate strength of the offshore plaffoms,it is modeled as a random process that decreases with time in the presence of corrosion and fatigue crack propagation.And the corrosion and fatigue crack growth rates in the main members and key joints are modeled as random variables.A simulation method of the extreme wave loads which are applied to the structures of offshore platforms is proposed too.Furthermore,the statistics of global base shear capacity and extreme wave loads are obtained by Monte Carlo simulation method.On the basis of the limit state equation of global failure mode,the instantaneous reliability and time dependent reliability assessment methods are both presented in this paper.Finally the instantaueous reliability index and time dependent failure probability of a jacket platform are estimated with different ages in the demonstration example. 相似文献
19.
波浪作用下粉质土海床的液化是影响海上平台、海底管线等海洋构筑物安全的灾害之一。在进行构筑物设计中应考虑海床液化的深度问题,而液化土体对下部海床的界面波压力是计算海床孔隙水压力增长以及液化深度的重要参量。本文基于波致粉土海床自上而下的渐进液化模式,利用双层流体波动理论,推导了考虑海床土体黏性的海床界面波压力表达式,并与不考虑黏性时的界面波压力进行了比较分析。结果表明,计算液化后土体界面波压力时,是否考虑液化土体的黏性对结果影响较大,进而可能影响粉质土海床液化深度的确定。 相似文献
20.
地震与波浪联合作用下海洋平台动力特性分析 总被引：1，自引：0，他引：1
主要针对地震与波浪联合作用下空间导管架式海洋平台结构的动力响应特性进行研究。以春晓平台结构为例,利用ANSYS程序进行了动力响应的数值计算,分析中考虑了地震设防烈度、风浪条件及场地土类型等因素对结构响应的影响,并与地震单独作用下的结构响应进行了对比。分析结果表明,抗震设防烈度较低、中等及较大风浪条件下对海洋平台结构进行抗震分析时有必要考虑地震与波浪的联合作用。 相似文献