穿浪多体船运动性能研究

在穿浪双体船基础上，加装半潜体或带被动式减纵摇鳍的半潜体使其成为消波穿浪多体船，航行性能大大提高。半潜体不仅对耐波性能有利，对静水阻力和船体结构强度都有利。试验表明半潜体使经济航速阻力减小１８－２３％，设计航速阻力减小５－７％。耐波性综合指标比穿波双体船有提高，特别是纵摇明显减小。     

防城港钢铁基地20万吨级矿石码头结构选型

随着沿海港口大型化的发展,码头结构的设计等级也在不断提高,因地制宜地选择合适的码头结构型式是码头建设中研究的关键内容之一。通过对防城港钢铁基地20万吨级(结构兼顾25万吨级)矿石码头结构的选型分析,采用不设消浪孔的大直径圆沉箱方案,该思路可供其它类似工程设计参考。     

ZGMn13钻削刀具断屑排屑实验研究

针对ZGMn13刀具钻削过程中断屑、排屑困难的问题,从刀片材料、刀片结构、刀片与刀杆连接方式三个方面进行了改进.通过实验验证,改进后的刀具在加工中不仅断屑、排屑效果理想,而且较旧刀具使用寿命提高了34.7％,能降低生产成本,得到了良好的优化效果.     

PE土工膜双向拉伸试验研究

为了模拟土工膜在实际应用中的复杂受力情况,采用"十字形"试样对PE土工膜进行双向拉伸试验研究,探索土工膜在双向拉伸与单向拉伸条件下力学性质的差别,分别对PE土工膜在双向拉伸试验条件下的纵、横向断裂强度和断裂伸长率进行测试,并与单向拉伸试验的相应数据对比。得出以下结论:1)PE土工膜在双向同时拉伸试验条件下,纵、横向断裂强度分别下降21.53%和60.32%,断裂伸长率分别下降63.07%和64.17%;2)在一端夹持一端拉伸的试验条件下,纵、横向断裂强度分别下降5.84%和57.14%,断裂伸长率分别下降68.06%和68.47%。     

船行波对直立岸壁的作用研究

以Wigley数学船型为对象,采用传统的一阶Rankine源面元方法,对在浅水情况下的Wigley单体船、双体船以及三体船的艉浪进行数值计算,并用得到的浅水船行波对岸壁的作用力进行计算,结果表明该方法有一定的可行性。     

两道瑞雷波法在路基密实度检测中的应用

基于瑞雷波在层状介质中的传播理论,可以对地表实测瑞雷波进行频散分析,从而对地下岩土介质的物性差异给予判断分析。这种方法在岩土工程勘察检测领域得到了越来越多的应用。本文将两道瑞雷波应用于路基压实度检测问题。利用Matlab软件中的绝对相位展开技术,提取了两道瑞雷波之间的相位差信息,进而提取频散曲线。再根据半波长理论以及瑞雷波相速度与路基土的干密度关系,给出了干密度随深度变化的曲线,最后将多个测点的干密度曲线排列在一起,为检测路基的压实程度提供了很好的参照。另外,基于Matlab和Vc 开发了一套界面友好的两道瑞雷波路基密实度检测软件。本文的研究说明两道瑞雷波法用于检测路基压实度是行之有效的。     

机场拖车制动系统的改进方案探析

以现有的机场拖车为原型,针对制动时存在的问题,提出了一些改进建议和想法,使拖车在牵引车制动时能利用自身的惯性力自行制动,减少制动距离和时间,以符合当前机场大运货量对制动距离的要求。     

Numerical study on breaking phenomena of ships’ waves in narrow and shallow waterways

The environmental impact of a ships waves, such as the risk of erosion of coasts and riverbanks, and unacceptable ship movements in a restricted waterway, is now a significant ship design criterion. Therefore, it is necessary to predict ship-wave phenomena accurately in a restricted waterway. In this study, a numerical investigation of the breaking phenomena of a ships waves in restricted waterways was carried out. Incompressible Navier–Stokes and continuity equations were employed. The equations are discretized by a finite-difference method in a curvilinear coordinate system. The interface capturing method was applied to simulation of a ships waves, including wave-breaking. A modification of the level-set method is proposed to find the free surface shape clearly and without difficulty of the implemation of the boundary conditions for the distance function. In order to obtain a high resolution of wave height, a constrained interpolated profile (CIP) algorithm is adopted. In order to check the advantage of the CIP method, computations by two numerical methods, the CIP and the 3rd-order up-wind scheme, were compared. The computations for a Wigley hull in restricted waterways were performed and compared with experiments. The phenomena of ships waves in restricted waterways are discussed in order to understand the mechanism of wave-breaking in relation to the change in water depth along a waterway.     

Numerical modeling of breaking waves generated by a ship’s hull

A new model for the simulation of spilling breaking waves in naval flows is presented. The hydrostatic pressure is used in order to mimic the weight of the breaker on the underlying flow, as in the model of Cointe and Tulin, whereas the algorithm for detecting the breaking inception and the definition of its geometry are completely new and are suitable for the simulation of three–dimensional flows around ships hulls. The model has been implemented in a finite-volume code developed for naval flows, and its performances have been validated against experimental data for a submerged profile, an S60 hull in drift motion, and the US Combatant DTMB 5415 model on a straight course.