伸臂梁 的英文怎麼說

中文拼音 [shēnbèiliáng]
伸臂梁 英文
cantilever beam
  • : Ⅰ動詞(展開) stretch; extend Ⅱ名詞(姓氏) a surname
  • : 臂名詞1. (胳膊; 從肩到腕的部分) arm 2. (人體解剖學上多指上臂) upper arm
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  1. Abstract : the system, in the span - by - span construction of brid ge, willexperience three kinds of shifts from the state of simple beam to the continuous state, from overhanging beam to the continuous beam and from few - spans continuous beam to required degree span by span. meanwhile, structural calculatin g graphics and the internal force are changing with the three shifts

    文摘:在橋工程逐孔施工過程中,體系將發生由簡支狀態到連續狀態,由懸到連續,由少跨連續逐孔延到所要求的體系三種轉換,同時結構計算圖式和內力也發生變化。
  2. The results of analyzing the fatigue behavior of the specimens in direct tension test, cantilever beam bending test, three point bending test and wheel tracking test by apa show that the fatigue failure regularities of specimens in different tests are different

    關于直接拉、懸彎曲、三點彎曲和往返輪載( apa )等疲勞試驗的試件所開展的疲勞損傷分析發現,試驗方法不同,其疲勞損傷破壞規律不同。
  3. Firstly, one conventional model of fatigue damage and classical damage mechanics theory are used to analyze the fatigue behavior of asphalt mixture specimens in fatigue tests including direct tension, cantilever beam bending, three point bending and wheel tracking by asphalt pavement analyzer ( apa ). for every type of tests, corresponding fatigue damage model and computational method are set up

    首先直接採用一種常用的疲勞損傷演化模型和經典損傷理論,分別對直接拉、懸彎曲、式試件三點彎曲和apa往返輪載等多種疲勞試驗開展疲勞損傷分析,針對每類試驗均建立了相應的疲勞損傷模型和疲勞損傷計算方法。
  4. The pc rigid frame bridge can meet with the carrying capacity of long span bridge. this kind of structure is fit for the comfortable steer with no other expansion joints except for those at the two ends. it characterized the wholeness of structure, good astigmatic ability and load - bearing ability, construction rapidness, bright and pithiness bridge style, easy to maintain and convenient for segmental construction using the cantilever technique, so rigid frame bridge have taken an increasingly great proportion in bridges constructed and those under construction at city and county

    剛構橋能滿足特大跨徑橋的受力要求,除兩端以外無其他縮縫,有利於行車平順舒適,具有結構整體性能好、抗震能力強、承載能力強、施工快捷、橋體簡潔明快、維護方便和便於懸施工等結構特點,因而在城鄉已建和在建的橋中占據了越來越大的比重。
  5. The definition of the equivalent calculated length coefficient of the mono - overhanging beam in the analysis of its overall stability

    整體穩定分析中等效計算長度系數的確定
  6. The dcb ( double cantilever beam ) met hod to test the interlaminar toughness of fabric - reinforced laminates and the modified compliance calibration method ( mcc ) were adopted in this research. the double cantilever beam ( dcb ) test was executed for stitched laminates to evaluate the interlaminar fracture toughness. the stitch parameters ( stitch line spacing and pitch spacing ) were changed and their effects on interlaminar fracture toughness were examined by means of dcb test by using improved insert type loading fixture

    試驗中採用改進的插入型夾具、雙懸dcb ( doublecantileverbeam )試驗方法,測試了載荷?試樣開口位移曲線,依據改進的柔度方法( modifiedcompliancecalibrationmethod ( mcc ) )計算出了各個試樣的層間斷裂韌性( r曲線)及層間斷裂韌性的平均值,闡明了縫合工藝參數與層間斷裂韌性( g _ ( ic ) )間的關系,以拉與彎曲強度為約束條件,以層間斷裂韌性值為目標優化了縫合工藝。
  7. Deflection analysis of magnetostrictive film cantilever based on material mechanics

    基於材料力學的磁致縮薄膜懸撓度分析
  8. A simplified formula for the shear capacity of rc simply supported beam which strengthened with the cmmr is proposed in this paper. 3 、 the shear capacity of rc beam strengthened with cmmr is studied. though the test of fourteen simply supported reinforced concrete beams and five overhanging reinforced concrete beams with cmmr, it analyses the effects of shear - span ratio, web reinforcement ratio of cmmr, style of loading, preloading on strengthening, and compares them with rc beams using ordinary stirrup

    3 、根據本文進行了的14根混凝土簡支和5根混凝土伸臂梁的水泥復合砂漿鋼筋網抗剪加固試驗,分析了剪跨比、鋼筋網配筋率、加固形式以及持荷狀態等因數對整個構件極限抗剪承載力的影響,並與混凝土進行了比較。
  9. 4 、 according to the test results, the computational formula of the shear load capacity about overhanging reinforced concrete beams with cmmr is established. the experiment results and theoretical prediction are basically agree

    4 、根據試驗結果,建立了水泥復合砂漿鋼筋網抗剪加固混凝土伸臂梁的計算公式,計算結果與試驗結果較吻合。
分享友人