composite cross section 中文意思是什麼

composite cross section 解釋
復式橫斷面
  • composite : adj 1 併合的,復合的,混成的,合成的,集成的。2 【建築】混合式的;【造船】鐵骨木殼的。3 【植物;...
  • cross : n 1 十字架;〈the C 〉 耶穌受刑的十字架。2 〈the C 〉 基督教(教義,國家)。3 不幸,苦難;挫折,...
  • section : n 1 (外科、解剖的)切斷;切割;切開。2 【外科】切片,【金相】磨石。3 (果子的)瓣。4 【數學】截...
  1. Based on the temperature field obtained by the thermal analysis, a parametric analysis is conducted to investigate the interlaminar stress at the interface between the composite and the thermal barrier in the cross - section of the inlet duct, using the commercial finite element software ansys

    在熱分析的基礎上,採用ansys有限元軟體計算了復合材料進氣道截面在假設工況下的應力場,為碳纖維纏繞復合材料進氣道熱防護方案的設計提供了實用的參考依據。
  2. According to the new concrete code, the calculation formula are put forward concerning the load - carrying capacity during construction, the load - carrying capacity of cross - section bending, longitudinal shearing, the inclined - section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab

    摘要根據新混凝土規范,給出了連續跨壓型鋼板與混凝土組合板施工階段的承載力計算公式及使用階段的正截面抗彎承載力、縱向水平抗剪承載力、斜截面抗剪承載力和局部抗沖切承載力計算公式,為連續組合樓板的設計提供了依據。
  3. The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones, being of a character of combination of rigid retaining structures with flexible ones, so its working mechanism will be behaved as sharing loadings, waterproof and impermeability, loading transfer, local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action, soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the

    主要研究結論有: ( 1 )復合土釘支護的作用機理主要為臨時加固土體以保證局部穩定、有機聯系以共同承擔荷載、改善土體性質起到止水抗滲作用。 ( 2 )試驗結果表明:復合土釘支護能夠充分調動周圍土體共同作用,有效地控制基坑變形;復合土釘支護中止水帷幕的插入深度和強度對控制邊坡變形與失穩有較大作用;復合土釘支護效果明顯優於一般的土釘支護。 ( 3 )面層與邊坡土體共同變形,設計時可按外力作用下的彈性地基梁進行計算。
  4. The surface of polyion composite membranes was uniform while the cross - section micrograph showed the separation layer was cross - linked with the support membrane very well

    聚離子復合膜的表面緻密無孔,截面層次清晰,基膜和復合膜結合緊密。
  5. In this paper, considering the additional bending moments of the axial load about the lateral displacements ( i. e. the second - order effect ), an iterative computer analysis procedure is proposed to predict the load - deformation relations and ultimate loads of steel - concrete composite columns of arbitrary cross section

    本文考慮長柱在軸向荷載作用下的附加彎矩影響(二階效應) ,提出了一種適用於任意截面形式鋼-砼組合長柱的荷載-變形關系分析和極限承載力分析的數值迭代計算機方法。
  6. Application : yf series production line is designed for extrusion of pvc plastic door ' s and window ' s profile and cross - section cable pipes, aluminum - plastic composite profiles and etc. pvc profiles are widely used in the building industry, home and office decoration

    應用: yf塑窗異型材生產線配用錐雙或平雙螺桿擠出機,可加工pvc塑料門窗異型材、鋁塑復合異型材、異型電纜多孔穿線管、裝飾型材等。
  7. Through the flux / retention experiments it was shown that when the applied pressure rises, both volume flux and rejection increase, too ; and that the higher the feed salt concentration, the lower rejection and volume flux. the charged mosaic membranes could permeate mono - valent and bi - valent inorganic salts, but reject the low - molecular - weight organics. furthermore, sem was used to observe the surface and the cross section of the composite membrane

    另外,膜性能表徵結果顯示:隨著操作壓力的增加,膜通量及膜對電解質的截留率均趨增加;而隨著原料液濃度的增加,通量和截留率都有所降低;膜對低分子有機物和無機電解質混合體系(如:亞硝基紅鹽與naci混合體系;蔗糖與nazso ;混合體系等)的選擇性較高,能實現其有效分離。
  8. Based on the above contribution the method is used to evaluate the accuracy and limitation of the simplified design methods proposed by the chinese jgj 138 - 2001 specification and yb9082 - 97 specification, which are only suitable for concrete encased composite columns of rectangular cross section with doubly symmetric structural steel. several valuable conclusions and suggestions for practice design are obtained

    在此基礎上,利用計算機程序對國內兩個組合柱設計規程,建設部頒布的《型鋼混凝土組合結構技術規程》 ( jgj138 - 2001 )和冶金部頒布的《鋼骨混凝土結構設計規程》 ( yb9082 - 97 )中建議的配置對稱結構鋼的矩形截面型鋼-砼柱的簡化設計方法進行了分析和評估,獲得了一些對工程設計有價值的結論和建議。
  9. As quantity, distance and size of cross - section of shaped steel have great influences on load - carrying of whole composite slabs, the author presented design principles and methods, which are useful for future cross - section design of composite slabs with shaped steel, steel sheet and concrete

    對組合板中型鋼梁設置的數量、間距和截面尺寸對組合板承載力的影響進行了研究,提出設計原則和方法,為型鋼和壓型鋼板與混凝土組合板的截面設計提供依據。
  10. In the elasto - plastic analysis, it is proposed that the composite beam arrives at the ultimate limit states of capacity when the stain of the outside edge of the cross - section reaches the ultimate stain

    我國《鋼結構設計規范》 ( gbj17 ? 88 )中有關截面承載力的計算基本是沿襲國外的演算法,結合我國實際而制訂的。
  11. Topology optimization for microstructures of cross - section of composite torsional shafts

    復合材料扭轉軸截面微結構拓撲優化設計
  12. As numerical examples, a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered. the complete load - deflection curve is obtained and compared with the corresponding experimental results. the comparison demonstrates the validity and accuracy of the proposed method

    應用編制的計算程序,首先對一配有工字型鋼的矩形截面長柱進行了計算分析,獲得了長柱的荷載-撓度全過程曲線,並與試驗結果作了比較,驗證了計算程序的正確性和有效性。
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