The buckling of a corrugated carbon fibre cylinder under external hydrostatic pressure     

Carl T. F. Ross  Andrew P. F. Little 《Ocean Engineering》2001,28(9)

A theoretical and an experimental investigation was carried out, where a carbon fibre corrugated circular cylinder was tested to destuction under external hydrostatic pressure. The theoretical investigation was via the finite element method, where the structure was modelled with several orthotropic axisymmetric thin-walled shell elements. The experimental observations were aided with strategically placed strain gauges. Comparison between theory and experiment showed that the experimentally observed buckling pressure was a little lower than the theoretical prediction. This may have been due to the fact that the model had slight initial geometrical imperfections in the circumferenential direction.  相似文献   

超声波对青石斑鱼体表吸收氯霉素能力的影响   总被引：2，自引：0，他引：2  

周永灿  黄晖  苏永全  陈国华 《海洋科学》2001,25(3):17-20

应用超声波对8－20cm青石斑鱼体表吸收能力的影响研究表明，超声波的超声强度和作用时间及及浸泡的氯霉素溶液的浓度对青石斑鱼体表吸收氯霉素的能力有显著影响，且呈正相关关系。此外，不同的超声作用方法也能显著影响实验石斑鱼的体表吸收能力，其中，超声后浸泡和浸泡后超声以及脉冲超声比连续超声均能更显著地提高石斑鱼的体表吸收能力。  相似文献   

Plastic buckling of ring-stiffened conical shells under external hydrostatic pressure     

Carl T.F. Ross  Andrew P.F. Little  Kehinde A. Adeniyi 《Ocean Engineering》2005,32(1):753-36

The paper describes experimental tests carried out on three ring-stiffened cones that were tested to destruction under external hydrostatic pressure. The cones were carefully machined from EN1A Steel. All three cones failed by plastic non-symmetric bifurcation buckling in a mode commonly known as general instability. In this mode the entire ring-shell combination buckles bodily.The paper also provides a design chart using the results obtained from these three vessels, together with the results of six other vessels obtained from other tests. The design chart allows the possibility of obtaining a plastic knock down factor, so that the theoretical buckling pressures, based on elastic theory, can be divided by the plastic knockdown factor, to give the predicted buckling pressure. This method can also be used for the design of full-scale vessels.  相似文献   

The buckling of plastic oblate hemi-ellipsoidal dome shells under external hydrostatic pressure     

C. T. F. Ross  P. Youster  R. Sadler 《Ocean Engineering》2001,28(7):584

The paper presents a theoretical and an experimental investigation into the buckling of seven oblate hemi-ellipsoidal dome shells under external hydrostatic pressure. Four of the shells were made in glass reinforced plastic and three were made from a thermosetting plastic called solid urethane plastic. All the vessels were tested to destruction. The theoretical study was made with the aid of a non-linear finite element solution, where both geometrical and material non-linearity were allowed for. Good agreement was found between experiment and theory for all the vessels. The very oblate domes failed axisymmetrically. Theoretical convergence was good for the more oblate domes but it was not as good as for the less oblate domes. This may have been because the less oblate domes did not fail in a classical axisymmetric manner as was expected. This work is of much importance in ocean engineering.  相似文献   

Buckling of multi-segment underwater pressure hull     

J. B&#x;achut  P. Smith 《Ocean Engineering》2008,35(2):247-260

Results of a numerical and experimental study into buckling performance of multi-segment pressure hull subjected to uniform hydrostatic pressure are discussed. Constituents of multi-segment configurations are bowed-out cylindrical shells with, and without flanges. Details about five collapse tests of laboratory scale mild steel, CNC machined models are given. Segments were about 200 mm diameter, 100 mm long and had uniform wall thickness of 3 mm. Experimental collapse pressures were in the range from 12 to 20 MPa. Numerical collapse pressures agreed well with those obtained during experiments.  相似文献   

福建闽江水口库区飘浮植物覆盖对水体环境的影响   总被引：18，自引：0，他引：18  

蔡雷鸣 《湖泊科学》2006,18(3):250-254

为了探索城市富营养化湖泊生态修复技术,2000年9月在南京市莫愁湖物理生态工程试验区内,开展了隔离外源污染、覆盖底泥和种植水生植物对湖泊水质平均水平和水体脉动强度影响的比较研究．试验结果表明,通过围隔隔离外源污染可在较短时间内迅速改善湖泊TN的平均水平,但难以提高湖泊生态系统的稳定性;通过覆盖底泥控制内源污染难以改善湖泊水质的平均水平,并且难以提高湖泊生态系统的稳定程度;种植水生植物不仅能够全面改善湖泊水质的平均水平,而且可以提高湖泊生态系统的稳定性．此外,富营养化湖泊中,藻类生长与湖水营养盐浓度并不存在正相关的关系．因此,对城市湖泊富营养化的防治,在控制外源污染降低营养盐浓度的同时,应恢复湖泊原有的以水生高等植物为主的生态系统．  相似文献   

计算机地形分析中的多边形迭加问题     

吴明冠 《测绘学院学报》1993,(3)

在计算机地形分析中,研究地形多要素迭加分析的关键是解决多边形的迭加问题。本文通过对多边形迭加的数学方法的研究,提出了适合计算机多要素分析的原理和方法。  相似文献   

外力扰动加剧与澜沧—耿马大地震的爆发     

赵洪声 《内陆地震》1991,5(3):206-215

构造运动强烈、不断发生强震的云南地壳,可能经常有部分区域处于不稳定状态,外力也正是在此基础上才得以对地震活动显示出明显的调制效应。1988年11月6日澜沧—耿马7.6级、7.2级大地震前的大量观测资料表明,云南地区,特别是澜沧—耿马附近地区又再次出现了类似1970年通海7.7级、1974年大关7.1级和1976年龙陵7.4级大地震之前,曾发生过的那种地表涝旱剧变和大气压力巨涨落现象。这种震前的外部异常扰动具有很强的重复性,在对应地震上也显示了很强的应验性,故其很有可能在云南未来7级大地震的监视预报中发挥作用。  相似文献   

震源系统不稳定度指标和强震短临预报   总被引：1，自引：0，他引：1       下载免费PDF全文

秦保燕  王裕仓  温增平  李亚荣 《地震工程学报》1994,16(4):1-9

在探讨震源系统不稳定产生的物理基础前提下，应用调制模式提出了利用小震日频次起伏加剧与外因的相关性进行强震的短临时间预报的设想，具体提出了调制小震频次起伏加剧的两个判别震源系统不稳定度的指标λ＿１和λ＿２。前者为单因子调制指标，后者为多因子调制或多因子调制强化指标。关于大震的地点预报，应用立交模式短临阶段出现调制小震通过未来大震的共轭小震活动条带进行预报。  相似文献   

庐山-彭山地区伸展构造演化及其对矿产形成的制约   总被引：3，自引：0，他引：3       下载免费PDF全文

罗庆坤  项新葵 《地质科学》1995,30(2):117-129

庐山-彭山地区原是一个经受印支早期伸展机制下所形成的变质核。它在后期又经受了挤压和伸展的多期构造叠加,致成今日面貌。印支早期所形成的伸展拉覆断层为庐、彭及其相关地区的燕山期矿液活动提供了良好的导矿和储矿空间,对矿产的形成与分布起着重要制约。  相似文献