輕彈試驗 的英文怎麼說

中文拼音 [qīngdànshìyàn]
輕彈試驗 英文
flip test
  • : Ⅰ形容詞1 (重量小; 比重小) light 2 (數量少; 程度淺) small in number degree etc : 年紀很輕 be v...
  • : 彈名詞1. (彈子; 小球形的東西) ball; pellet 2. (內裝爆炸物, 具有破壞和殺傷能力的東西) bullet; bomb
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • 輕彈 : flick
  • 試驗 : trial; experiment; test
  1. In this paper, the author focuses on these properties according to some experiments and researches, which include the carrying capacity of twenty - four wall panels of haydite concrete, the elastic modulus of haydite concrete and the relationship of the prism compressive strength and the cube compressive strength

    在廣西,有關骨料混凝土的研究正在起步,其各方面性能還要進行廣泛的研究。本文是對24塊陶粒混凝土實心承重墻板的承載力;陶粒混凝土性模量以及軸心抗壓強度和抗壓強度的關系進行研究。
  2. This subject is to combine the steel fiber reinforced concrete with the lightweight aggregate concrete to form a steel fiber reinforced lightweight aggregate ( haydite ) concrete, which owns the advantages of high toughness of steel fiber reinforced concrete and the light weight of lightweight aggregate concrete. in order to get the main character and mechanical property parameter of strength and deformation of steel fiber reinforced lightweight aggregate concrete, we do the experiments of cubic compressive strength, splitting - tensile strength, bending strength, elastic modulus and axial compressive strength and summarize the influence laws to the relation of mechanical performance of steel fiber reinforced lightweight aggregate and the quantity of steel fiber

    鋼纖維骨料混凝土兼有鋼纖維混凝土的韌性高和骨料混凝土質量的優點,為了掌握這種新型材料的主要特徵和強度、變形等力學性能,本文進行了鋼纖維骨料混凝土的立方體抗壓強度、軸心抗壓強度、劈裂抗拉強度、抗折強度和性模量等研究,總結出鋼纖維摻量對鋼纖維骨料混凝土的力學性能的影響規律。
  3. Test results show that the steel fiber in concrete have more effectiveness on improving the splitting tensile strength and the flexural strength in the early age than after its hardening ; the flexural modulus of elasticity of sfrc are higher than the plain concrete at different ages while their compressive modulus of elasticity are almost the same. it ' s also shown that, similar to the plain concrete, the early - age loading decreases the strengths of sfrc, but, with the increase of the contents of the steel fiber things are getting better, especially for the splitting tensile strength and the flexural strength

    結果表明:與性能穩定之後相比,在混凝土中摻入鋼纖維對它的早期劈裂抗拉強度和抗折強度有尤為顯著的提高作用;對各齡期的受壓性模量影響不大,而對提高抗折性模量有一定的效果;與素混凝土件相同,在早期(強度達到28天強度的85前)對鋼纖維混凝土件施加荷載會對它的各種強度產生一定的不利影響,但是摻入鋼纖維可以減這種不利影響,尤其對劈裂抗拉強度和抗折強度作用突出,並且含纖率越高,效果越明顯。
  4. They are applied to different situations and verified by experiments. analysis model of small ap oblique penetrating ceramic / metal light armor is established on the basis of energy model and the assumption of ellipse absorbing the same energy in back plate, giving the predictable formula about ballistic limit velocity. with energy model the optimization design in relation to ceramic / metal light armor is analyzed and the optimal coefficient of ceramic / metal composite armor is gained

    本文的主要研究內容如下: (一)建立了小型穿甲垂直侵徹陶瓷/金屬型裝甲的動量模型和能量模型,它們分別適用不同情況,並通過證;基於能量模型和背板橢圓吸能相同假設,建立了小型穿甲斜侵徹陶瓷/金屬型裝甲的分析模型,給出了道極限速度預測公式;利用能量模型對陶瓷/金屬型裝甲的優化設計進行了分析,給出了陶瓷/金屬復合裝甲的最佳優化系數。
  5. Light conveyor belts - method of test for the determination of the relaxed elastic modulus

    質傳送帶.鬆弛性模量的測定用方法
  6. Through analyzing and comparing, the results are presented below : that applying light structure design and selecting larger elasticity coefficient linear motor can improve greatly displacement output dynamic capability of positioning system and controlling precision of position motion, and this is helpful to meet the demand of increase productivity

    分析比較模擬曲線可知:採用結構量化設計、選用較大性系數的直線電機等可以大幅度改善定位系統的位移輸出動態性能,提高定應運動的控制精度,並有利於滿足設備高生產率的需求。
  7. Light conveyor belts - method of test for the determination of the relaxed elastic modulus ; german version en 1723 : 1999

    載荷輸送帶.測定松馳性模量的方法
  8. In this paper, load carrying mechanism, lateral displacement, and design and calculation procedure of lightweight frame structure of multi - ribbed wall panel are studied with chief achievements as follows : based on the test, which a ten - story building model of lightweight frame structure of multi - ribbed wall panel with ratio 1 : 3 is studied though the pseudo - dynamic test, the wall is considered as a plane compound substructure, and space frame - plane compound substructure computational finite element model is given

    本文就密肋壁板框結構在性階段的受力機理、設計計算方法及側移進行了探討。主要完成下列工作:在10層密肋壁板框結構1 / 3比例房屋模型擬動力研究的基礎上,將墻板視為平面復合子結構,建立空間框架? ?平面復合子結構有限元分析模型,對1 / 3比例房屋模型進行數值分析。
  9. In this thesis, it is the first time that both 3d analysis concerning material and geometric non - linear and test research have been carried on the staggered truss system. supported by the science and technical research foundation of ministry of education ( no. 99089 ), the national natural science foundation ( no. 50078021 ) and college doctor foundation of ministry of education ( no. 2000053203 ), this thesis is aimed at offering convicting evidence for the coming 《 technical specification for steel structure of light - weight building systems 》

    本文結合教育部科學技術研究重點項目(項目號99089 ) ,和國家自然科學基金(批準號50078021 ) 、高校博士點基金(批準號2000053203 )等資助項目,首次對交錯桁架結構體系展開空間三維的二階塑性全過程分析和模型研究,旨在為該結構在工程中的應用提供設計依據,為我國制定《型房屋鋼結構技術規程》提供理論基礎。
  10. In order to get the main character and mechanical property parameter of strength and deformation of steel fiber reinforced lightweight aggregate concrete, we do the experiments of cubic compressive strength, splitting tensile strength, bending strength, elastic modulus and axial compressive strength, and summarize the rule of the mechanical property, gain some significative conclusions, which have great significations for its popularization and application in practical engineering

    為了掌握這種新型材料的主要特徵和強度、變形等力學性能,本文進行了鋼纖維骨料混凝土的立方體抗壓強度、軸心抗壓強度、劈裂抗拉強度、抗折強度和性模量等研究,並總結出力學性能的規律,得到有意義的結論,對今後在工程中的推廣應用有重要意義。
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