多模块平台集成化箱体式连接器力学特性及试验研究

以两模块平台集成化箱体式连接器为研究对象,研究此类连接器的力学特性,探究箱体式连接器的应力分布状态以及重要力学参数。以弹性接触方程为基础,采用罚函数方法,建立连接器本体、钢轴与轴承座之间的接触关系,结合模型试验,验证所提出接触计算方法准确性,并进一步对连接器半对称结构进行极限强度分析。分析结果表明:连接器的纵向和垂向的极限承载力约为40 000 k N,其纵向弹性刚度约为3×109N/m,垂向弹性刚度约为1.5×109N/m。对连接器应力分布进一步分析表明,连接器主体结构的水密舱壁为主要承力构件,其轴承孔周边区域为应力集中的主要区域,当荷载较大时,轴承孔周围会率先发生屈服破坏,因此,连接器带孔水密舱壁的材料强度是影响连接器整体极限强度的主要因素。     

多波多分量高斯束叠前深度偏移

本文对基于弹性波动理论的多波多分量高斯束偏移进行了完整且详细的分析和公式推导,实现了3D空间多分量(矢量)波场的直接成像.由于当前多数基于弹性波动方程的偏移方法只是假设应力边界条件为自由地表边界条件,这种假设不符合垂直地震剖面(VSP)和海底电缆(OBC)等地震数据.为此本文详细分析了实际应用中常见的三种弹性各向同性介质模型的应力边界条件:自由空间、海底和自由地表模型.在上行传播假设情况下,获得了应力边界条件与位移边界条件的关系式.在此基础上,准确推导了3D多波多分量高斯束波场延拓和偏移成像公式,并在偏移过程中实现了完整的多波型自动分离.由于常规的互相关成像条件不适用于矢量波场成像,本文引用了散度/旋度互相关成像条件.通过约定PS转换波的正向旋转方向解决了3D空间PS成像极性翻转问题.利用2D和3D模型数据偏移成像验证了我们所提出的多波多分量高斯束偏移方法的可行性.     

锚索桩的主动支护作用及桩身初始内力分析

预应力锚索桩在桩身施工完毕且锚索施加了初始预应力时,因滑坡推力未及作用于桩上,初始预应力即刻对受荷段桩背的岩土体产生迎滑动方向反推的一种主动支护效应,同时使桩身产生初始内力。基于受荷段桩背岩土水平反力模数为常数的单向Winkler弹性地基梁模型,以及嵌入段桩周岩土水平反力双参数模式的Winkler弹性地基梁模型,以受荷段桩身挠曲线的有限差分式与嵌入段挠曲线的解析通解改进式在滑面处的协调条件联立,推导了锚索初始预应力所产生主动支护效果的半解析定量计算和桩身初始内力求解方法,该方法有助于建立应急抢险或施工期,锚索桩工程对滑坡稳定性及时作用的评估。     

On the Interaction of Surface Waves with An Elastic Plate of Finite Length in Head Seas

An eigen-function expansion method based on a new orthogonal inner product is proposed by Sahoo et al. (2000) for the study of the hydroelastic response of mat-type VLFS in head seas. However, their main emphasis is on the effect of edge conditions and they assume that the plate is of a semi-infinite length. In reality, the plate is of finile length. For consider-alion of the finite length effect, the reflection and transmission from the other end must be considered. The effect of this reflection and transmission on the hydroelaslic response of VLFS is of interest for praclical application. Furthermore, the physi-cal meaning of the new inner producl was not given in their paper. In this paper, it is shown that the new inner product can be derived from the governing equation and the bottom boundary conditions. Then the same eigen-function expansion method is adopted for the study of the hydroelastic response of an elastic plate of finite length in surface waves. Delailed comparisons are made between the     

支撑刚度对水平板波浪冲击压力影响

上部结构位于浪溅区及由弹性桩腿支撑的海洋结构物,如海上栈桥和海洋平台等,在恶劣海况下会受到强烈的波浪冲击作用并产生振动响应。通过物理模型实验研究了波浪对三种不同支撑刚度的结构物冲击作用。分析了不同支撑刚度结构物底面冲击压力和冲击力的变化特性。讨论了支撑刚度对结构波浪冲击力的影响,给出了冲击压力和冲击力随相对净空(s/H)和相对板长(B/L)的变化规律。实验分析结果表明:水平板底面波浪冲击压力与冲击力均随弹性支撑刚度K的增大而增大;随相对净空(s/H)的增大先增大后减小;随相对板长(B/L)的增大而减小。     

Effects of lime treatment on the geotechnical properties of dredged mud

Abstract

The preloading method has been widely applied in land reclamation as a green and economical approach to ground improvement. To improve the consolidation behavior, the addition of lime generally improves soil performance. In this article, a modified oedometer equipped with a tactile pressure sensor and a bender–extender element is employed. The effects of lime treatment on the geotechnical properties of dredged mud are investigated; these properties include the coefficient of the earth pressure at rest (K₀), settlement, drainage behavior, and evolution of the elastic wave velocity. The results reveal that the addition of lime not only influences the specimen’s deformation behavior but also influences its shear strength during and after loading. Combined with the evolution of the elastic wave velocity, the microstructural evolution of the specimen could be described and explained. It is concluded that a compressional wave is more sensitive to the change in the specimen’s void ratio and saturation. For K₀, initially (<25?kPa), the higher the lime content is, the greater the K₀ fluctuation is. Afterwards, the higher the lime content is, the smaller the K₀ fluctuation is, and finally K₀ slowly approaches approximately 0.2.     

Hydroelastic response of a circular plate in waves on a two-layer fluid of finite depth

The hydroelastic response of a circular, very large floating structure （VLFS）, idealized as a floating circular elastic thin plate, is investigated for the case of time-harmonic incident waves of the surface and interfacial wave modes, of a given wave frequency, on a two-layer fluid of finite and constant depth. In linear potential-flow theory, with the aid of angular eigenfunction expansions, the diffraction potentials can be expressed by the Bessel functions. A system of simultaneous equations is derived by matching the velocity and the pressure between the open-water and the plate-covered regions, while incorporating the edge conditions of the plate. Then the complex nested series are simplified by utilizing the orthogonality of the vertical eigenfunctions in the open-water region. Numerical computations are presentedto investigate the effects of different physical quantities, such as the thickness of the plate, Young＇s modulus, the ratios ofthe densities and of the layer depths, on the dispersion relations of the flexural-gravity waves for the two-layer fluid.Rapid convergence of the method is observed, but is slower at higher wave frequency. At high frequency, it is found that there is some energy transferred from the interfacial mode to the surface mode.     

浮式风机气动—水动—气弹性耦合响应数值模拟

随着海上风电产业的快速发展,大型浮式风机逐渐从概念设计走向工程应用,但仍面临较大的挑战。一方面,在风、浪等环境载荷的作用下,浮式风机的气动载荷和水动力响应之间存在明显的相互干扰作用;另一方面,风力机大型化使得叶片细、长、薄的特点愈发突出,叶片柔性变形十分显著,这会影响到浮式风机的耦合性能。基于两相流CFD求解器naoe-FOAM-SJTU,结合弹性致动线模型和等效梁理论,建立了浮式风机气动—水动—气弹性耦合响应计算模型,并对规则波和剪切风作用下Spar型浮式风机的气动—水动—气弹性耦合响应进行了数值模拟分析。结果表明,风力机气动载荷使得叶片挥舞变形十分显著,而叶片的扭转变形会明显降低风力机的气动载荷。此外,风力机气动载荷会增大浮式平台的纵荡位移和纵摇角,同时,浮式平台运动响应会导致风力机气动载荷产生大幅度周期性变化。进一步地,叶片结构变形响应会使得浮式风机尾流场的速度损失和湍动能有所降低。     

前陆盆地挠曲沉降和沉积过程3D模型研究

前陆盆地是在造山带负荷作用下岩石圈发生挠曲沉降而形成的,并且被主要从造山带搬运的沉积物所充填。为了更好地理解和认识前陆盆地的形成演化机制,特别是受控于周缘多个造山带活动所形成的前陆盆地的演化机制,本文通过建立前陆盆地挠曲沉降与沉积过程的3-D模型,模拟展示了造山带逆冲推覆作用、岩石圈挠曲沉降响应及在山盆体系中由于动力地形变化而导致的河流体系的发育变化及其产生的剥蚀和沉积过程。模型的建立和实验完整体现了逆冲推覆、弹性挠曲沉降和沉积物搬运这三者之间的耦合机制,为全面深入研究前陆盆地动力学提供了理论依据和方法。