Static Analysis of Collision Strength of Offshore Platform     

Li Runpei Chen Weigang Gu Yongning Professor  Shanghai Jiao Tong University  Shanghai Assistant  Shanghai Jiao Tong University  Shanghai 《中国海洋工程》1996,(1)

In this paper a numerical analysis method combining FEM incemental technique with limit analysis concept is proposed for the study of the static strength of offshore platform in collision. Large deformation and plasticity are accounted for and the limit yield surface expressed by generalized stress for a tubular section is derived. The modified stiffness matrix of space beam element is formulated by Plastic Node Method. The buckling behavior of beam columns can also be taken into account. It can trace the generation of plastic hinges during loading and finally the ultimate strength of offshore platform against collision is obtained.  相似文献   

A 15-month study of zooplankton ingestion by farmed mussels (Mytilus edulis) in Bantry Bay, Southwest Ireland   总被引：4，自引：1，他引：4  

Clare Lehane  John Davenport 《Estuarine, Coastal and Shelf Science》2006,67(4):645-652

There is a growing body of evidence to suggest that bivalve molluscs routinely ingest zooplankton. To elucidate further these observations, a 15-month study of zooplankton ingestion by farmed mussels was conducted using mussel long-lines in Bantry Bay, Ireland. Stomach content analysis of the mussels showed that there was evidence of zooplankton ingestion throughout the sampling period, but that highest mean numbers of zooplankters were ingested by mussels in the spring and summer months. Various zooplankton species were present in mussel stomachs. Harpacticoid copepods were found more often in stomach contents than calanoid copepods, probably due to their proximity to the bivalves' inhalent siphons. Barnacle cyprids featured in large numbers in stomach contents, but only for a period of 3 months which broadly corresponded with their pelagic phase. Sizes of ingested zooplankton ranged from 126 μm to 6 mm, but more of the smaller zooplankters (e.g. crustacean nauplii) were ingested. When lengths of ingested copepods were compared with those found in plankton net samples, it was found that the net-sampled copepods were significantly larger than those found in mussel stomachs, suggesting that mussels select for smaller categories within the zooplankton available to them. Soft bodied zooplankton was rarely found in mussel stomachs but their absence may be due to rapid digestion or they may have been destroyed in the preservation process. Ingestion of zooplankton by bivalves is discussed in the context of the impacts mussel farms have on resident zooplankton populations.  相似文献   

基于突变理论深埋硬岩隧道的失稳分析   总被引：3，自引：0，他引：3  

闫长斌  徐国元 《工程地质学报》2006,14(4):508-512

在分析隧道开挖引起围岩扰动和损伤的基础上,运用突变理论探讨了深埋硬岩隧道失稳的机理;基于势能原理,建立了深埋硬岩隧道失稳的尖点突变模型,导出了失稳的力学判据条件。结果表明:深埋硬岩隧道的失稳不仅受岩体特性及所受载荷的影响,而且与围岩中弹性区刚度和塑性区刚度的比值有关;开挖过程中,围岩受扰动和损伤程度越大,岩体完整性系数越小,力学参数指标弱化程度越高,塑性区范围越大,刚度比越小,围岩系统发生失稳的可能性就越大。工程实例分析表明,分析结果与实际经验基本一致;研究成果可为预防隧道失稳、采取合理的施工工艺和支护措施提供参考依据。  相似文献   

上覆岩层组合运动的力学解析特征研究   总被引：2，自引：0，他引：2  

刘开云  乔春生  滕文彦 《工程地质学报》2003,11(4):372-377

运用弹性薄板理论和复合材料力学的层合板理论,讨论了在覆岩运动中起决定作用的组合关键层的应力,为计算组合关键层的整体强度提供了途径;并且从控制开采沉陷工程实际入手,将结构塑性极限分析理论运用于组合关键层的失稳最大荷载计算,解析得出了充分采动情况下关键层塑性极限荷载的表达式,从另一个角度得到了一种判别关键层位置的新方法,为实施离层带注浆减沉提供参考。  相似文献   

慢地震慢前兆的机制研究   总被引：12，自引：1，他引：12  

许昭永  杨润海  胡毅力  许峻  王赟赟 《地震》2003,23(2):12-20

通过岩石高温高压破裂实验与有机玻璃破裂试验的应力—应变曲线对比、地震波形记录(观测资料)与试样破裂波形(实验资料)对比、地震前后定点应变与主破裂前后应变形态变化的对比，认为慢地震是临界或亚临界破裂或预先滑动所致，是低频应变波动。它是材料屈服、弱化或塑性变化的必然结果。而慢前兆则是临近大地震(大破裂)前出现的诸如形变、低频地震波(破裂弹性波)等的短期及临震前兆现象，它比较可靠。但由于许多岩石主破裂前并无明显的临界破裂或预滑动现象，也并非所有岩石都一定出现明显屈服，所以也并非每个地震前都有慢地震，因此，也就不一定都出现低频波动。从而，也并不一定都出现相同的短期、临震前兆现象。  相似文献   

Pressure sensitivity of olivine slip systems: first-principle calculations of generalised stacking faults     

J. Durinck  A. Legris  P. Cordier 《Physics and Chemistry of Minerals》2005,32(8-9):646-654

We have used a first-principle approach based on the calculation of generalised stacking faults (GSF) to study the influence of pressure on the mechanical properties of forsterite. Six cases corresponding to [100] glide over (010), (021) and (001), and [001] glide over (100), (010) and (110) have been considered. The relaxed energy barriers associated with plastic shear have been calculated by constraining the Si atoms to move perpendicular to the fault plane and allowing Mg and O atoms to move in every direction. These conditions, which preserve dilations as a relaxation process, introduce Si–O tetrahedral tilting as an additional relaxation mechanism. Relaxed GSF show little plastic anisotropy of [100] glide over different planes and confirms that [001] glide is intrinsically easier than [100] glide. The GSF are affected by the application of a 10 GPa confining pressure with a different response for each slip system that cannot be explained by sole elastic effect. In particular, [100](010) is found to harden significantly under pressure compared to [001](010). Our results give the first theoretical framework to understand the pressure-induced change of dominant slip systems observed by Couvy et al. (in Eur J Mineral 16(6):877–889, 2004) and P. Raterron et al. (in GRL, submitted). It appears necessary to account for the influence of pressure on the mechanical properties of silicates in the context of the deep Earth.  相似文献   

盐度对长江口3种滤食性贝类滤水率、摄食率、同化率的影响   总被引：4，自引：2，他引：2  

吕昊泽  刘健  陈锦辉  沈和定  吴杨平 《海洋科学》2016,40(8):10-17

采用实验生态学方法研究了盐度对长江口缢蛏(Sinonovacula constricta)、河蚬(Corbicula fluminea)和光滑河蓝蛤(Potamocorbula laevis)滤水率、摄食率、同化率的影响。缢蛏组设6个盐度梯度(5,10,15,20,25,30),光滑河蓝蛤组设6个盐度梯度(5,10,15,20,25,30),河蚬组设6个盐度梯度(0,5,10,15,20,25),并测定了此3种滤食性贝类的生物学参数。结果显示,3种滤食性贝类的滤水率、摄食率和同化率随着盐度的上升而增加,当上升到一定盐度时达到峰值,然后随着盐度的升高而降低。盐度20时,缢蛏滤水率、摄食率和同化率达到峰值,分别为0.57L/h、5.38mg POM/h和0.72%。盐度10时,光滑河蓝蛤滤水率和同化率达到峰值,分别为0.46L/h和0.53%,摄食率在盐度15时达到峰值3.80mg POM/h。盐度5时河蚬滤水率和摄食率都达到峰值,分别为0.39 L/h和2.48 mg POM/h,同化率在盐度0时已达到峰值0.51%,并随盐度上升而下降。上述结果表明,盐度对3种滤食性贝类的3个摄食生理指标均有显著影响。  相似文献   

泡沫塑料吸附测金中无臭灰化技术的改进     

郭玉生 《铀矿地质》1989,5(1):51-52

根据泡沫塑料(简称泡塑)吸附测金的无臭灰化技术的机理,作者采用了3ml圆底瓷坩埚灰化,解决了大批量佯品的灰化问题和电极装样困难的问题,并节省了灰化用的滤纸。  相似文献   

三山岛金矿控矿断层F1的力学性质及补强措施   总被引：1，自引：0，他引：1  

郭志 《工程地质学报》1994,2(4):23-30

作者以正在开采中的三山岛金矿采场为研究对象，分析矿区开采过程中的岩体结构特征及重力方向矿柱、护顶矿柱与控矿断层F1断层泥及其上覆岩体之间的关系和力学机制。通过试验研究了断层泥的物质成分和力学性质，总结了力学特性与断层泥厚度及含水量之间的关系。在此基础上提出锚固大于中倾角的结构面，提高结构面的抗滑阻力；增加含有高、陡倾角结构面矿柱的刚度等对矿柱的补强措施。对护顶矿柱提出预先锚固；分阶段开采的补强方法。在裂隙密集带设置排水设施，改善断层泥的赋存条件，提高它的力学性能。  相似文献   

黑河地区玉米地膜覆盖节水增产灌溉制度的数学模型     

谢忠奎 《高原气象》1990,9(2):169-176

通过一年的试验,初步得出参试各变量x_1(灌溉定额)、x_2(灌溉次数)、x_3(头水叶龄)和x_4(保苗株数)对产量y的多元回归模型。利用这一模型分析了各参试因子对产量的作用,并通过频数分析,筛选了地膜覆盖条件下玉米高于某一产量指标,同时限制灌溉定额或灌水次数的节水增产的优化措施组合。本文还分析了参试因子对玉米产量构成因素的影响,评价了地膜的节水效果和增温增产效果,初步探索了地膜玉米的节水增产机理。  相似文献