黏結強度 的英文怎麼說

中文拼音 [niánjiēqiángdù]
黏結強度 英文
bond strength
  • 黏 : 形容詞（像糨糊等那樣能使一個物體附著在另一物體上的性質, 同「粘」 ） sticky; glutinous
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 強 : 強形容詞（強硬不屈;固執） stubborn; unyielding
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  1. Through experiment on the influence factor of calcic - mortar ' s performance, we find out the best cement contrast minute stone for compounding, strength of cement, configuation craft, maintenance system and minute stone cement intensity grading

    摘要通過對鈣性黏結砂漿性能影響因素的試驗研究，找出了配製鈣性黏結砂漿的最佳灰砂比、水泥強度等級、配製工藝、養護制度為和沙子級配。
  2. The results showed that the soy protein dough was a typical pseudoplastic fluid in the normal processing ranges, and the apparent viscosity decreased with the increase of shear rate and moisture content, and also decreased with the increase of temperature below 120, and increased with the reduction of temperature above 120

    實驗結果表明：大豆蛋白質面團呈現很強的非牛頓性，剪切速率、溫度和含水率對表觀黏度影響顯著；表觀黏度隨剪切速率的增大而減小，隨含水率的增大而減小，溫度低於120時，隨溫度的升高而減小，溫度高於120時，隨溫度的升高而增大。
  3. The experimental results indicated that the tea waste powder as an additive to uf resin could reduce its free formaldehyde content and reduce the formaldehyde emission of uf resin bonded plywood ; the tea waste powder with much less size was easily mixed with uf resin and acted much more effective ; the tea waste as an additive to uf resin in a proper amount did nut decrease the bond strength of plywood

    實驗結果表明，茶葉廢料作為填料添加到脲醛樹脂膠黏劑中，能夠降低其游離甲醛含量以及其黏接膠合板的甲醛釋放量；茶葉廢料顆粒度越小，與脲醛樹脂混合性越好，消除甲醛效果越顯著；茶葉廢料的適量加入不會降低膠合板膠合強度。
  4. Test results show that : ( 1 ) the amount of creep deformation during monotonic primary loading depends on strain rate before creep, creep stress level, and creep time ; ( 2 ) during monotonic primary loading, the stiffness increasing magnificently shortly after creep ; ( 3 ) the direction of creep will change from positive creep ; to neutral creep and negative creep during unloading, while during reloading, it will change from negative, to neutral and positive creep

    試驗結果表明： （ 1 ）在初始加載過程中，經過一定時間蠕變后黏土的強度有很大的提高； （ 2 ）在卸載過程中，隨應力值下降黏土的蠕變表現出由正蠕變、中性蠕變到負蠕變的逐漸轉化； （ 3 ）在重復加載過程中，隨應力值增加黏土的蠕變表現出由負蠕變、中性蠕變到正蠕變的逐漸轉化。
  5. The results indicate that the sort of walling material is the most important factor in bond capacity of mortar, the mixed quantity of polymer and mortar strength follows, and there is a remarkable increase in mortar bond strength when the mixed quantity of pvb and mc is 20 % ~ 30 % and 0. 05 % ~ 0. 1 % respectively

    結果表明：塊體類別是最主要的影響因素，其次是聚合物摻量和砂漿強度；當聚乙烯醇縮丁醛和甲基纖維素的摻量分別為水泥質量的20 % ~ 30 %和0 . 05 % ~ 0 . 1 %時，可較大幅度提高砂漿的黏結強度。
  6. Aircraft industry. synthetic cloths for the fabric of airplane structures. peeling strength of the bonding of taping fabric

    航空工業.飛機結構用合成纖維布.經紗上漿織物黏結的剝離強度
  7. In order to study the stick performance between the special - shaped steel - fiber and the base - body interface, the shear and smooth steel - fiber, the bekaert steel - fiber with both hooks and the different embedding angles is selected

    摘要為了研究異形鋼纖維與基體的界面黏結性能，選擇剪切平直型和貝卡爾特雙彎鉤型兩種形狀的鋼纖維以及不同的混凝土基體強度、埋角進行界面黏結試驗。
  8. The stick - strength increases with the increment of the strength of concrete, the stick performance of the bekaert steel - fiber with both hooks is better than that of the shear and smooth steel - fiber, and the stick - strength decreases with the increment of the embedding angle

    界面黏結強度隨混凝土強度的提高而增大，貝卡爾特雙彎鉤鋼纖維與混凝土基體的界面黏結性能優于剪切平直型鋼纖維，界面黏結強度隨埋角的增大而減小。
  9. With the improvement in prestressing tendon strength, variations in deformation patterns of rebars, and the necessity of bond deterioration in earthquake - resistant designs, the bond anchorage between reinforcement and concrete has become an increasingly acute issue

    摘要隨著預應力鋼筋強度的提高及鋼筋外形的變化，加之抗震設計必須考慮的黏結退化，鋼筋與混凝土之間的黏結錨固問題愈顯突出。
  10. The results show that the cohesion of unsaturated soil changes greatly, and the friction angle changes a little with soil moisture content it is also shown that the deeper of soil layer, the smaller of the extent of shearing strength improved

    結果表明，植被具有提高非飽和土抗剪強度的作用，黏聚力增加較大，內摩擦角增加相對較小；土層越深，土壤抗剪強度提高的程度越小。
  11. Based on the in - situ observation of the firstly mined working face of nanliang coal mine, the roof movement, the roof weighting intensity, and entry deformation and failure of the working face were analyzed

    摘要通過南梁煤礦首采工作面采前的實驗研究和開采時的現場觀測，分析了工作面頂板的移動、來壓強度以及巷道變形破壞情況，總結了厚黏土覆蓋層淺埋煤層單體長壁工作面的礦壓顯現規律。
  12. The results indicate that less dosage of water, clay, bentonite and larger dosage of cement, and mixing coal ash and admixture can increase compressive strength of plastic concrete

    結果表明，減小水膠比及黏土和膨潤土的用量，增加水泥用量，摻加粉煤灰和外加劑，均可提高塑性混凝土的抗壓強度。
  13. The test results indicate that the strength of concrete, the shape and the embedding angle of the steel fiber are the key factors to affect the stick performance

    試驗結果表明，混凝土強度、鋼纖維形狀以及鋼纖維埋角是影響鋼纖維與混凝土界面黏結性能的主要因素。
  14. The results showed that compressive strength of sand mixture was markedly raised by using the silane coupling agent which can improve the surface contact state between sand and the binder

    試驗結果表明，硅烷偶聯劑可以改善黏結劑與砂粒表面的接觸狀態，極大地提高堿酚醛樹脂砂的黏結強度。
  15. Through two group tests on clayey soils with different water contents under quick - soaking, slow - soaking, freezing - thawing, different stresses ; the following studies were performed : the relationship between mechanical strength and microstructure dynamic environmental energyfield of clayey soil ; the interrelation between the microstructure dynamic environmental energyfield ; changing of external environment and medium environmental intrinsic of clayey soil

    摘要通過兩組不同含水率的黏性土分別在快浸、慢浸、凍融、不同應力條件下的試驗，討論了黏性土力學強度特性與其微結構動態環境能場的本質關聯，分析研究了黏性土微結構動態環境能場、外部環境條件變化與其內在介質環境變化之間的密切關聯。
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