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曲面片的可展性能及其应用 被引量:4
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作者 毛昕 马明旭 王哲英 《工程图学学报》 CSCD 2002年第2期133-138,共6页
通过对曲面片可展性能及其应用的研究,在文献[1]的基础上更准确地给出了用可展度定量度量曲面片可展性能的概念和方法,同时给出了可展度在不可展曲面近似展开中的应用。一方面可以在曲面展开之前估计近似展开的误差,从而合理选择展开范... 通过对曲面片可展性能及其应用的研究,在文献[1]的基础上更准确地给出了用可展度定量度量曲面片可展性能的概念和方法,同时给出了可展度在不可展曲面近似展开中的应用。一方面可以在曲面展开之前估计近似展开的误差,从而合理选择展开范围;另一方面,基于最佳展开基点均匀分割曲面片可展度的假设,实现了近似展开中最佳展开基点的选取。 展开更多
关键词 曲面性 不可展曲面 可展 可展度 展开基点
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A model of deformation of thin-wall surface parts during milling machining process 被引量:12
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作者 王凌云 黄红辉 +2 位作者 Rae W.WEST 李厚佳 杜继涛 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第5期1107-1115,共9页
A three-dimensional finite element model was established for the milling of thin-walled parts. The physical model of the milling of the part was established using the AdvantEdge FEM software as the platform. The alumi... A three-dimensional finite element model was established for the milling of thin-walled parts. The physical model of the milling of the part was established using the AdvantEdge FEM software as the platform. The aluminum alloy impeller was designated as the object to be processed and the boundary conditions which met the actual machining were set. Through the solution, the physical quantities such as the three-way cutting force, the tool temperature, and the tool stress were obtained, and the calculation of the elastic deformation of the thin-walled blade of the free-form surface at the contact points between the tool and the workpiece was realized. The elastic deformation law of the thin-walled blade was then predicted. The results show that the maximum deviation between the predicted value and the actual measured machining value of the elastic deformation was 26.055 μm; the minimum deviation was 2.011 μm, with the average deviation being 10.154 μm. This shows that the prediction is in close agreement with the actual result. 展开更多
关键词 thin-walled surface parts milling force elastic deformation finite element model
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Multiple solutions of Cu-C6H9NaO7 and Ag-C6H9NaO7 nanofluids flow over nonlinear shrinking surface 被引量:4
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作者 Liaquat Ali LUND Zurni OMAR +1 位作者 Ilyas KHAN Sumera DERO 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第5期1283-1293,共11页
Model of Casson nanofluid flow over a nonlinear shrinking surface is considered.Model of Tiwari and Das is applied to nanofluid comprising of sodium alginate with copper and silver.The governing nonlinear equations in... Model of Casson nanofluid flow over a nonlinear shrinking surface is considered.Model of Tiwari and Das is applied to nanofluid comprising of sodium alginate with copper and silver.The governing nonlinear equations incorporating the effects of the viscous dissipation are transformed into boundary value problems (BVPs) of ordinary differential equations (ODEs) by using appropriate similarity transformations.The resulting equations are converted into initial value problems (IVPs) using the shooting method which are then solved by Runge-Kutta method of fourth order.In order to determine the stability of the dual solutions obtained,stability analysis is performed and discovered that the first (second) solution is stable (unstable) and physically realizable (unrealizable).Both the thickness of the thermal boundary layer as well as temperature increase when the Casson parameter (β) is increased in the second solution. 展开更多
关键词 Cu-C6H9NaO7 Ag-C6H9NaO7 shrinking surface dual solution stability analysis NANOFLUID
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Flexural behavior of in-plane bending glass structures for design method
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作者 吴丽丽 王元清 +2 位作者 严茂超 石永久 张恒秋 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第8期3133-3140,共8页
Experimental study was carried out on the in-plane bending behavior of glass plates without lateral supports, and the effects of the factors, such as height-to-span ratio, on the stability of glass panels were studied... Experimental study was carried out on the in-plane bending behavior of glass plates without lateral supports, and the effects of the factors, such as height-to-span ratio, on the stability of glass panels were studied. Results show that the in-plane bending glass plates with both ends simply supported and their upper edge free lose overall stability under loads, which belongs to the limit-point type of instability. It is found that the buckling load increases linearly with the increase of height-to-span ratio of the glass plates. The lateral stress of in-plane bending glass plates without lateral supports increases linearly under loads; while the large-area stress increases nonlinearly and the lateral stress is not the controlling factor of instability. In finite element analysis, the first buckling mode is regarded as the initial imperfection and imposed on the model as 1/1000 of the span of the components. The numerical buckling load according to the theory of large deflection is less than the experiment result, which is more conservative and can provide some reference for design. For the design method, when the in-plane load is imposed on the glass plate, its lateral strength and the deflection should be verified. Considering the stability of the in-plane bending glass plate without reliable lateral support, buckling is another possible failure mode and calls for verification. 展开更多
关键词 load-bearing glass structure flexural performance in-plane bending BUCKLING
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