潜艇近海底航行附加质量数值计算

采用Hess-Smith方法编制三维物体近边界运动时附加质量计算程序，与椭球体的理论计算值比较验证了该程序的可靠性，利用MSC－Patran预处理软件对潜艇及底部边界进行网格划分，计算了潜艇在不同的海底间隙，不同的纵倾角及通过海底台阶时的艇体附加质量，得到潜艇在近海底航行时附加质量的变化规律。最后以海底间隙，艇体纵倾角和距海底台附距离为参变数，整理了潜艇近海底航行时附加质量的变化规律。     

基于功率的缸套冷却水出口温度控制系统的研究

利用传热学的有关理论，对船舶主柴油机缸套冷却水系统的传热机理进行了分析，给出了船舶主柴油机缸套冷却水系统的动态热力数学模型。针对目前船舶主柴油机缸套冷却水系统惯性较大，缸套冷却水出口温度经常超调的特点，提出了在现有的PID反馈控制的基础上，引入以船舶主柴油机输出“功率”作为反映缸套冷却水热负荷扰动的信号的前馈控制，以减小缸套冷却水出口温度的动态偏差。并利用MATLAB仿真进行了验证。     

地震-波浪耦合作用下考虑相位差影响的深水桥墩动力响应分析

跨海深水桥墩往往受到不可忽视的波浪作用,在设计时需考虑波浪力.在地震作用下,桥墩附近海域的波浪场受到地震动水压力的干扰,波浪作用也受到影响,桥墩的动力响应需考虑两者的耦合作用.另一方面,地震起振时,墩底处地震波的相位可简单视为0,而桥墩处的波浪相位可能在0～2π之间变化,地震与波浪之间的相位差将直接影响波浪作用的大小,...     

我国死刑制度刍议

死刑从起源算已有数千年的历史,死刑存与废问题在全世界也已争论了200多年,这场争论既丰富了刑罚学说,又大大影响了世界范围内死刑的立法与司法实践。随着人权理念的深入人心,要求废除死刑的呼声越来越高,目前,世界上已有2/3的国家废除了死刑,本文将从西方死刑存废之争开始,通过对我国现行死刑制度的介绍和分析,来探讨我国废除死刑的现实可能性,同时提出对于我国死刑制度将来走势的个人见解。     

高职船舶工程专业课程体系的改革与研究

文章分析了高职船舶工程专业课程体系改革的原因,提出了本专业课程体系改革的原则和思路,并结合改革实践指出了新课程体系的特点。     

珠江口水域船舶避碰网的构想

针对船舶在珠江口水域航行时面临的复杂环境,提出以建立珠江口水域船舶避碰网来监控船舶安全航行的构想.探讨了建立珠江口水域船舶避碰网的重要性和可行性,提出了珠江口水域避碰网的体系结构,讨论了避碰网中存在的6种通信关系.     

含大功率脉冲性负荷的船舶供电系统设计及研究

脉冲性负荷是一种功率波动明显、频率切换频繁的负载,而船舶电力系统的容量和惯性较小,容易受到负荷波动的影响。本文首先根据雷达的种类、功率,及其运行特性和影响,将其进行分类并梳理出相应的解决思路,对功率波动周期和占空比都不确定的脉冲负荷雷达进行研究。由于柴油机的调速特性和发电机的调压特性都跟不上负荷频幅的波动,脉冲性负荷的工作会给船舶电力系统造成恶劣的影响,本文设计了一种含电容储能的脉冲性负荷供电系统,并完成储能电容参数的计算,结合柴油发电机组固有机械储能特性优化配置电容储能的容量。通过仿真验证了该供电系统在雷达多种典型工况下,直流母线电压的波动满足相关指标要求,网侧输入功率平滑稳定,且网侧电压谐波小于2%,满足负荷供电需求及舰船电网抗负载冲击的要求。研究结果对脉冲负载在舰船电力系统中的应用及其设计方面具有一定的指导意义和参考价值。     

列车通过3JG和1LQ区段时编码电路的设计与硏究

以某双线自动闭塞铁路区间轨道电路设计为例,针对列车正向通过3JG区段和反向通过1L Q区段时出现闪U2的现象进行分析,对编码电路设计时需要注意的事项进行研究,并提出合理可行的设计建议和改进措施,以期对其他类似工程起到参考和借鉴作用。     

Nonlinear numerical analysis and progressive damage assessment of a cable-stayed bridge pier subjected to ship collision

Despite many studies on barge collisions with girder bridges in the literature, this paper investigates the progressive damage behaviors and nonlinear failure modes of a cable-stayed bridge pier subjected to ship collisions using finite element (FE) simulations in LS-DYNA. The damages in the pier initiate with appearing of local shear failures in the slender columns during the ship collision stage and reach the severe cross-sectional fractures associated with the formation of plastic hinges which causes the combined shear-flexural failures during the free vibration phase of the pier response. In addition, an analytical simplified model with two-degree-of-freedom (2-DOF) is proposed to formulate the strain rate effects of the concrete materials as the dynamic increase factors in the global responses of the impacted pier. It is found that the analytical model is able to efficiently estimate the impact responses of the structure compared to those from the FE high-resolution simulations. Moreover, three different damage indices are proposed based on the pier deflection, the internal energy absorbed by the pier, and the axial load capacity of the pier columns to classify the damage levels of the pier. Finally, an efficient damage index method is determinant by comparing the calculated results with the damage behaviors of the pier observed from the FE simulations.     

Strength evaluation of intersection between stiffeners and primary supporting members in double hull structure

In this previous study, a consistent theoretical formula was established in single hull structure, taking account of all the structural components affecting the load share of each member, in combination with the combined load effect of direct force from the longitudinal stiffener and shear force on the primary supporting member. What's more, it has been known qualitatively that the bending moment at the root of the web stiffener in double hull structure is less than that in single hull structure. However, the difference between double hull and single hull structures has not been achieved. In this study, the authors develop a theoretical formulation to represent the stresses at the root of the web stiffener due to the load from both the longitudinal stiffener and the shear force on the primary supporting member in the double hull structure. Then, the results calculated by the derived formulae are compared with the results obtained by finite element analysis, and good accuracy of the proposed formula was verified. Finally, the calculated stresses were compared between double hull and single hull structures. On one hand, the share of loading born by the web stiffener is almost comparable between the double hull and single hull structures. On the other hand, the bending moment at the root of the web stiffener is smaller in the double hull structure than in single hull structure, and therefore, the maximum stress is smaller.