共查询到19条相似文献，搜索用时 445 毫秒
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《中国农村水利水电》2015,(11)
近年来刚柔混合衬砌渠道发展迅速,目前在南水北调、引额济克、季节性冻土区的灌区输水渠道工程中广泛应用。国内一些学者对混凝土衬砌渠道冻胀数值模拟做了研究,但关于刚柔混合衬砌渠道冻胀破坏的有限元分析未见报道。针对弧底梯形和U形刚柔混合衬砌渠道,应用ANSYS软件,对其冻胀过程进行模拟分析。采用间接耦合方式,首先进行热分析,得到渠道温度场,再转换单元类型为结构场,施加热分析得到的温度应力进行结构分析,计算渠道变形场和应力场,进而分析渠道冻胀受力情况及变形规律,对进一步推广应用大中型弧底梯形和U形刚柔混合衬砌渠道具有重要的意义。 相似文献
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综述了轨道动力稳定车方面的国内研究进展,介绍了轨道动力稳定车的基本结构和稳定装置的工作原理。重点阐述了轨道动力稳定车在结构改造、多刚体动力学和刚柔耦合动力学三方面的研究进展,对比了后两种研究方法,指出运用刚柔耦合动力学理论研究轨道动力稳定车的优越性和合理性。 相似文献
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某水电站拟采用坝下游面管的布置形式，为了达到安全、经济和施工方便的目的，对坝下游面明钢管和坝下游面钢衬钢筋混凝土管两种结构型式进行了比较分析。在对坝下游面明管结构研究时，采用三维线弹性有限元方法对明管在正常运行工况下的钢衬应力进行了分析；在对坝下游面钢衬钢筋混凝土管结构研究时，先用解析法对钢衬钢筋混凝土压力管道进行初步设计，确定其钢衬厚度和钢筋配置，再对其进行整体三维非线性有限元分析，重点研究钢衬钢筋混凝土管在正常运行工况下钢衬和钢筋的应力状态以及管周混凝土的开裂特征。最后通过对两种管道型式的比较，为坝下游面管的结构选型提供依据。 相似文献
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为研究柔性杆件对空间并联机构动力特性的影响,以具有结构冗余的3-RRPaR空间并联机构为研究对象,提出建立冗余空间并联机构刚柔耦合动力学模型的通用方法。基于绝对节点坐标法建立了三维二节点梁单元模型,分析了机构的结构特征,利用拉格朗日乘子法推导了机构的刚柔耦合动力学方程,采用广义α方法在Matlab中对其动力学方程进行数值求解,得到不同弹性模量下的动力学响应曲线。结果表明,柔性杆件对机构输出特性产生重要的影响,弹性模量越小,对机构的影响越大,且弹性模量对动平台加速度的影响最为显著。本研究为空间并联机构的刚柔耦合动力学建模提供了研究思路。 相似文献
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预制带肋混凝土U形渠道通过对U形槽壁面形式的设计,改进了U形槽之间连接的构造原理,将通常的预制U形槽平缝连接改为承插式连接,增强了预制混凝土U形渠道的抗渗效果,提高了渠道的整体性和稳定性,增大了渠道壁面的抗弯承载能力,有利于节约工程造价和材料用量,作为一种新型的预制U形渠槽结构形式可应用于中、小型预制混凝土渠道工程。 相似文献
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《农业装备与车辆工程》2017,(10)
针对挖掘机在复杂工况下的频繁启停工作,结合虚拟样机与CAE技术,利用Solidworks软件建立了挖掘机三维模型,并根据有限元理论和多柔体动力学理论建立其工作装置刚柔耦合分析模型。在ADAMS中完成了挖掘机模拟实际工况的动力学仿真,得到工作装置的时变特性曲线。对比结果表明刚柔耦合模型更加贴近实际,能更准确地反映工作装置的运动性能,可进一步为挖掘机结构的设计优化,振动特性分析等提供参考依据。 相似文献
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《灌溉排水学报》2017,(12)
为了得到梯形衬砌渠道适宜的保温措施和渠道断面形式,采用考虑混凝土材料非线性特性及基土与衬砌间接触力学行为的梯形衬砌渠道冻胀破坏热力耦合数值模型的方法,以黑龙江蛤蟆通灌区总干渠为原型渠道,分析了3种不同保温措施对渠道冻胀量的影响,与不设置保温措施的对比段进行比较,并应用该模型分析了不同边坡系数对梯形渠道冻胀适应性能的影响。结果表明,综合考虑工程安全性与经济性,黑龙江省蛤蟆通灌区渠道最优保温板厚度为渠坡10 cm,渠底12 cm,与试验结果相一致;当梯形渠道保温板厚度取最优值时,梯形渠道最优边坡系数为2,此时渠道衬砌适应冻胀性能较好,工程造价也相对较低;研究结果可为黑龙江及其他北方地区梯形渠道提供参考。 相似文献
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基于悬架刚柔耦合模型的汽车平顺性 总被引：4，自引：1，他引：3
基于多体动力学理论,应用机械系统分析软件ADAMS/Car,建立了计及悬架下摆臂、纵向推力杆和横向稳定杆柔性的刚柔耦合整车模型,其中柔性杆件的模态通过有限元分析获得.对车身、下摆臂垂直加速度功率谱密度以及悬架动行程和轮胎动位移进行了分析.并与多刚体模型的仿真结果进行了比较.研究结果表明:与刚体模型相比,刚柔耦合的作用使车身垂直加速度功率谱密度的幅值降低了21.5%,下摆臂垂直加速度功率谱密度的峰值减小71.3%,轮胎动载荷减小约10%,悬架动行程增大15%～20%;刚柔耦合模型之间的差异随车速提高,悬架构件的柔性在汽车平顺性分析中不可忽视. 相似文献
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《灌溉排水学报》2018,(12)
为了得到梯形衬砌渠道适宜的保温措施和渠道断面形式，采用考虑混凝土材料非线性特性及基土与衬砌间接触力学行为的梯形衬砌渠道冻胀破坏热力耦合数值模型的方法，以黑龙江蛤蟆通灌区总干渠为原型渠道，分析了3种不同保温措施对渠道冻胀量的影响，与不设置保温措施的对比段进行比较，并应用该模型分析了不同边坡系数对梯形渠道冻胀适应性能的影响。结果表明，综合考虑工程安全性与经济性，黑龙江省蛤蟆通灌区渠道最优保温板厚度为渠坡10 cm，渠底12 cm，与试验结果相一致；当梯形渠道保温板厚度取最优值时，梯形渠道最优边坡系数为2，此时渠道衬砌适应冻胀性能较好，工程造价也相对较低；研究结果可为黑龙江及其他北方地区梯形渠道提供参考。 相似文献
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针对明渠衬砌渠道经济断面设计中存在的问题，应用系统分析的方法，以总费用（或投资）最小为目标，建立了经济断面优化设计模型，并通过区域网格法及计算机模拟运行，得出衬砌渠道在工程费用最省时的全部系统设计参数。 相似文献
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Of the many types of canal linings in the world, concrete, compacted earth and buried plastic membrane linings are most commonly used. Another type of canal lining — plastic membrane-concrete thin slab lining — has been used in China since 1975. It has the advantages of both plastic and concrete linings, including good seepage control, smooth lining surface, steeper side slopes, effective film valve to eliminate external water pressure, reliability, durability, and lower construction cost. This type of canal lining is a viable alternative to other types of linings, especially in developing countries where the cost of labor is low or farmland is limited. 相似文献
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《Agricultural Water Management》2005,74(1):57-76
To evaluate the effectiveness of various types of linings in reducing the seepage losses from field channels, 10 conventional and 12 low cost test sections were constructed. The conventional test sections included six rectangular brick masonry sections and four trapezoidal concrete sections with varying thickness of walls and bed lining materials. The low cost sections consisted of six rectangular brick masonry sections and six trapezoidal sections with brick masonry, pre-cast concrete slab and tile lining having different thickness of wall and bed linings. In some low cost sections lining was not provided in the bed. Water loss rates were measured before construction, immediately after construction and 24 years after construction. Higher seepage loss rates were measured in the cement–concrete conventional test sections than in the conventional brick masonry sections with plaster on the inside walls. Water loss rate measurements in concrete sections showed that quality control was more critical than the thickness and richness of the concrete mix. Economic analyses showed that low cost linings were a better investment than the conventional linings. Low cost lining with 11 cm thick brick masonry in vertical walls, or 2:1 sloped walls, plastered on the inside, without lining in the bed, is recommended. Lining walls, with 2:1 slope, using fired tile or pre cast concrete slabs were also good investments when the joints were plastered. 相似文献
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D. Xuerang 《Irrigation and Drainage Systems》1998,12(2):115-122
This paper introduces a new machine used to line triple-hinged soft rock tunnels for irrigation works and its method of application. This kind of equipment has been used successfully in the construction of a number of tunnels in the Yindaruqin Irrigation Project in the Gansu Province. Its features are its simple structure, low cost and ease of operation with satisfactory lining results. The machine is, therefore, highly recommended for tunnel lining with prefabricated components. The method of lining tunnels in soft rock with prefabricated components is much faster than in situ concrete; furthermore, it can provide the tunnel with timely support; hence, construction work is much safer and a considerable amount of funds can be saved. The novel design of this machine has won the Gansu Provincial Water Conservancy Science and Technology Progress award. 相似文献
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三元催化器是安装在汽车排气系统中最重要的机外净化装置,已经成为汽油机达到国Ⅲ标准的标配。三元催化器的造价比较昂贵,对三元催化器进行低费用修复,能够给车主带来很大的经济效益。 相似文献
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微表处施工后的路面效果良好,有优良的修复车辙功能,与原路面粘结牢固,脱皮现象极少,微表处技术与其它的路面施工养护措施相比,具有施工快捷方便,大大缩短开放交通时间,节约能源,成本较低等优点,是一种功能完善的道路养护方法. 相似文献
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Observations on the hydraulic changes of lining of secondary canals in Punjab, Pakistan show that performance improvement objectives are not always achieved. If lining is justified on the basis of water savings through reduced seepage losses, then tail end areas should receive improved water deliveries. Observations in two distributary canals following lining do not demonstrate significant improvements in tail end conditions. Justification of lining on the basis of more stable water conditions is also hard to identify; reduction in the variability of discharges was not observed.Financial analysis of a recent canal lining experience in Punjab indicates that water savings would have to be unrealistically high, and sustained for long periods, if the initial capital cost is to be repaid through improved water conveyance efficiency. Furthermore, the hydraulic improvements achieved through alternative interventions appear to strengthen the argument that lining can be justified only under special conditions, rather than adopted as a wholesale approach to solving water distribution problems. Whatever the intervention, management control must be strengthened; lining is not a substitute for effective canal operational and maintenance inputs. 相似文献
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现在的设备管理已经从过去的事后维修、计划维修发展成为状态维修、网络化维修。为此,通过将网络通讯技术、虚拟仪器技术和故障诊断理论相结合,使监测现场、管理部门、故障诊断中心及设备生产厂家联合起来,实现对企业大型设备进行实时状态监测和远程故障诊断。企业内部Intranet实现对设备的实时状态监测和快速故障诊断;同时,通过Internet与专门的设备故障诊断中心通信,实现复杂故障诊断与技术支持。设备生产厂家可以实时跟踪设备,对设备进行的完善与改进。网络化设备管理系统不仅增强了设备综合管理能力,而且对提高企业竞争力、降低设备维修成本、提高经济效益具有非常重要的意义。 相似文献