基于ansys的支座结构优化设计     

张浩强 《湖南农机》2016,(2)

建立了支座优化分析的数学模型，选用solid92单元进行网格划分，对支座筒体内孔的下半部分施加15E6Pa的压力。选择支座筒体外径为设计变量，支座位移和为状态变量，并设置最小值为0.35mm，支座体积为目标函数。采用零阶方法进行优化计算，得到满足许用应力和位移和的最小筒体外径。  相似文献   

钼蓝比色法测定笃斯越橘成熟果实中还原型抗坏血酸含量及体系优化   总被引：1，自引：0，他引：1  

谭智文  宋春艳  郑美香  崔百会  宗成文 《湖北农业科学》2015,(7)

以笃斯越橘(Vaccinium uliginosum)成熟果实为试材,以钼蓝比色法测定笃斯越橘果实还原型抗坏血酸(Reduced ascorbic acid,As A)含量进行条件优化。结果表明,3%偏磷酸-乙酸用量为100μL、5%硫酸和5%钼酸铵用量均为200μL、以去离子水补充至1 500μL,30℃干热恒温浴显色40 min,取出室温下放置1 h后,在700 nm下测定,所得数据稳定,准确性适合用于笃斯越橘果实As A含量的测定;测得含量为(40.20±6.23)mg/100 g FW。  相似文献   

发动机缸盖用铸造铝硅合金的成分优化与组织性能研究     

张福全  蒋安定  何海琪 《湖南农业大学学报(自然科学版)》2013,40(12):84-89

采用正交试验对ZL101合金进行了成分优化设计，并分析了合金元素对铝硅合金力学性能的影响.对改良后的合金进行了热处理工艺研究，其最佳热处理工艺条件为：500 ℃×5.5 h+180 ℃×5 h.研究结果表明，改良合金在铸态下的力学性能为：抗拉强度为244.57 MPa，伸长率为5.95%，硬度为75.1 HB；在T6态下的力学性能为：抗拉强度为397.92 MPa，伸长率为4.68%，硬度为141.2 HB.  相似文献   

基于DPSA算法的“单库-单站”水资源优化调度方法研究     

史振铜  程吉林  杨树滩  常本春  蒋咏 《灌溉排水学报》2015,34(2)

提出了单座水库与单座补水泵站水资源优化调度的非线性数学模型,模型以年内各时段的缺(弃)水量的平方最小为目标函数,各时段水库供水量和泵站引提水量为决策变量,各时段水库库容为状态变量,以年调节水库可供水量、泵站年引提水总量、水库与补水泵站的联合运行准则(泵站闲时补库、忙时供水)等为约束条件,并以南水北调东线一期江苏境内"骆马湖-皂河站"为实例,采用动态规划逐次逼近法进行求解。结果表明,相同供水保证率时,50%、75%、95%来水频率下泵站补水量、缺水量、弃水量比常规调度均有减少。  相似文献   

基于ANSYS的永磁电机转子冲片结构的优化设计     

唐子谋  张诚诚 《湖南农机》2015,(2):32-34

运用ANSYS的优化设计模块对永磁电机转子冲片隔磁桥附近的结构进行优化设计,采用APDL参数化设计通过拓扑形状优化功能确定冲片优化的初始区域,在此基础上运用尺寸优化功能确定最优的形状尺寸参数,最终结合工程化要求确定转子冲片的施工结构尺寸。电机最后通过最高转速试验表明文章运用的结构优化设计方法切实可行,满足工程化生产要求。  相似文献   

AN ACCELERATION SEARCH METHOD FOR UNCONSTRAINED OPTIMIZATION AND ITS APPLICATION IN MODEL PARAMETER ESTIMATION     

Sun Dihua Yang Yongzhen 《保鲜与加工》1991,(6):62-68

In order to improve the convergence rate of the algorithms, an acceleration search method along a straight or curve is proposed,and the specific calculation steps of the algorithms are presented. The numerical results in model parameter estimation show that the convergence rate is improved and the calculation accords with the practical demands.  相似文献   

The Optimal Method of Deep Development Stretching of Multi-levels Complex Mine     

Xu Yingfu 《保鲜与加工》1994,(5):132-136

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Physical simulation of fluid field and structure optimization in two-strand tundish     

LI Guangqiang  FU Yong  CHEN Xianhong  ZHANG Zhan  RAO Jiangping  YANG Zhizheng 《保鲜与加工》2015,(2):64-71

The influence of the structure and location of dam and weir on fluid flow state in a two-strand tundish is studied, and a set of optimal structure, combining with the average residence time calculated from RTD curve, is obtained. The result indicates that the fluid flow state can be changed and the path of the fluid flow can be prolonged as well as the average residence time is improved after using dam and weir. But there are some dead zones after fluid passed through the dam and weir. Combination scheme of No. one dam and weir is better than the others. Its average residence time is 299 s and the volume fraction of dead zone is 31.0%. After the optimization of flowing control parameters in tundish, the best case is that the distance between dam and weir is 290 mm and the distance between weir and the long nozzle is 383 mm. The longest average residence time is 351 s and the minimum volume fraction of dead zone is 19.0% under the above situation. Compared with that of no dam and weir, the average residence time increases by 65 s and the dead zone volume fraction decreases by 15.0%. Based on Newton formula, the calculated results show that the inclusions with diameter larger than 17.5 μm can float up within 351 s under this optimization situation.  相似文献   

Influence Mechanism of Matching on Human-information System Interactive Efficiency Within Enterprise Computerization Environment     

CHEN Feng  YI Shu-ping  YANG Wen-cai  WANG Hai-xia 《保鲜与加工》2007,(10):36-41

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Monitoring and Assessment of Tie on the Caiyuanba Yangtze Bridge     

LIU Gang  HUANG Zong-ming  LIN Chao-wei  YANG Pu  CHEN Wei-min 《保鲜与加工》2007,(10):69-72

The monitoring and assessment scheme of the Caiyuanba Yangtze Bridge is present by sensitivity analysis. The mechanics character of the six ties is studied by numerical simulation, and then the sensor location and selection are discussed considering the technique of sensor and construction situation. The trend of the displacement at the sensor location is analyzed according to different damage level of ties, the pattern associating with several displacements which are sensitive to damage at ties is bring forward to improve assessment reliability. The result can assist implement of structural health monitoring system to the same type as this bridge.  相似文献