粘連受體 的英文怎麼說
中文拼音 [niánliánshòutǐ]
粘連受體
英文
adherence receptor-
And the rock mass as the main object of most engineering practice is developed by all kinds of geotechnical action and force in the long geology history to the complex characteristic of continuous medium, crannied medium and granular medium, to the anisotropic and heterogeneous entity with elasticity, plasticity, viscidity, creepocity and rheology
作為主要工程對象的巖體是在漫長的地質歷史發展過程中經受各種地質營力作用而形成的成因和構造復雜，巖性多樣且包含了連續介質，裂隙介質和散體介質特徵的，兼有彈性、塑性、粘性、流變性的各向異性的非均質地質體。Now there are some special apparatuses to measure viscosity of liquid, but generally they just have function of measurement and most of them ca n ' t communicate with and be controlled by computer
目前，國內外也有專門測量流體粘度的儀器，但它們一般僅僅具有測量粘度的功能，而且大多數不能和計算機相連接並受計算機的控制。Plastic deformation happened in the worn surface where fe element was found, so pam micro - fiber supported part of the load and prevented the further deformation. on the condition of high speed and high load, the worn surface of pam1 / nylon 6 composites was nearly melted and formed comparative uniform transfer on the surface of steel, which accounted for the rather low wear mass loss. the infrared analysis showed that the a small quantity of transition of crystal form from into of nylon and its composites happened during the friction because of the high temperature and strong sheering strength
通過對復合材料耐磨性能研究表明：復合材料的摩擦系數隨載荷的增加而逐步下降，且磨損表面有明顯的塑性變形；從能譜分析結果來看，復合材料表面有fe的存在，表明pam微纖承受了部分載荷，並阻止了基體的進一步塑性變形及粘著轉移；在高速高載時， pam1 /尼龍6磨損表面處于粘流態，並在鋼環表面形成了連續的轉移膜，表現出較好的耐磨損性能，且在高溫和強剪切力的作用下，材料基體發生了少量的晶體向晶體的轉移。Where the shoe pinches of the repair success is all right combination of young and old concrete. presently, most of the researches inside and outside country made the two into one to against force through felt. in practice, however, it ca n ' t obtain ideal bond capacity only depend on adherence. thus, this paper bring forward a young method to make up the lack of felt capacity - use mechanical joint element to link young and old concrete
新老混凝土之間的良好結合是混凝土修補成功的關鍵所在，目前國內外的研究中絕大部分是通過二者的粘結作用使其結合成為整體共同受力。而實際工程中僅僅依靠粘結力往往達不到理想的結合程度。因此，本文研究的是加強新老混凝土結合，彌補粘結力不足的一種新方法，即採用機械連接件將新老混凝土結合在一起的方法。Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se
Lin簡支箱梁和2x40m連續箱梁為例，本文較全面地分析了預制節段拼裝體外預應力混凝土箱梁全過程受力特性和正截面彎曲破壞形態；研究了不同預應力配筋面積和預應力筋重心高度對預制節段拼裝體外預應力簡支梁極限承載力和延性的影響，以及體外預應力節段簡支梁與體外預應力、體內有粘結預應力整體簡支梁極限承載力和受力特性的差異。分享友人