載荷記錄 的英文怎麼說

中文拼音 [zǎi]
載荷記錄 英文
load record
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : 荷名詞(蓮) lotus
  • : Ⅰ動詞1 (把印象保持在腦子里) remember; bear in mind; commit to memory 2 (記錄; 記載;登記) writ...
  • : Ⅰ名1 (用做記載物的名稱) record; register; collection; selections 2 (姓氏) a surname Ⅱ動詞1 (...
  • 載荷 : load; loading載荷變化 load fluctuation; variation in load; 載荷裝置 load device
  • 記錄 : 1 (寫下來) take notes; keep the minutes; record; write down; log; enter; read in 2 (當場記錄下...
  1. According to the recorded full process fracture curve, the paper calculated and compared the fracture toughness ( kic ), the fracture energy ( gf ) and crack tip opening displacement ( ctod ) of the different strength grade boulder concrete and crushed stone concrete, it is found that the maximal load ( fmax ) and the fracture toughness ( kic ) of boulder concrete and crushed stone concrete increase when the strength of them increases, so does the fracture energy of boulder concrete, but the fracture energy of crushed stone concrete does n ' t obviously increase when it ' s strength increases. the crack tip opening displacement ( ctod ) of all specimens chang less when the strength of concrete increases, so it is concluded that the location of the axle in the ligament of the specimens is relatively stable

    根據的全曲線,計算了不同強度等級的卵石混凝土、碎石混凝土的斷裂韌度k _ ( ic ) 、斷裂能g _ f以及裂縫的尖端開口位移ctod ,比較了不同強度等級卵石混凝土及碎石混凝土的斷裂韌度k _ ( ic ) 、斷裂能g _ f以及裂縫的尖端開口位移ctod的關系,發現卵石混凝土、碎石混凝土的峰值fmax 、斷裂韌度k _ ( ic )隨強度增加而增加,卵石混凝土的斷裂能g _ f隨強度增加而呈增加趨勢,碎石混凝土的斷裂能g _ f隨強度增加變化趨勢平直,增勢不明顯。
  2. The first swing - clock in human history was invented by a dutchman in 1656. from that time up to now 500 years has elapsed and time - pieces in all varieties have recorded this passed time of history

    蘭發明人類歷史上的第一隻擺鐘,直到今天的各式各類的鐘表已經將歷史寫了年。承歷史語言,流逝的歲月。
  3. Weld positioning under load without installation, seam thickness of the seam thickness of not less than two - thirds of the design, not to exceed 8 mm, should not be less than 25 mm in length weld, located in welds inside

    安裝定位焊縫不需承受時,焊縫厚度不少於設計焊縫厚度的2 / 3 ,且不大於8 ? ,焊縫長度不宜小於25 ? ,位置應在焊道內.安裝焊縫全數外觀檢查,主要的焊縫應按設計要求用超聲波探傷檢查內在質量.上述檢查均需做出
  4. On the basic of former research men ' s experience, 18 experimental members ( including 9 simple beams and 9 restrained beams ) are designed and tested. in the experiment, phenomena are observed and record by taking photos in the whole process from the first crack appears to test members crash completely, experimental data is attained including load values of crack - appear load, critical load and terminal load, stress values of reinforcing steel bar stress, compressed concrete stress and beam flank stress and values of deflection etc. by analyzing the crack ' s appearing and developing form and stress values of concrete and steel bars, the crash modes of test beams are defined ; shearing force - deflection curves are contrasted and analyzed ; the effects on shear strength of the three factors as shear span ratio, concrete strength and restraining moment are also analyzed

    借鑒已有試驗的經驗,本文設計和完成了對18根超高強混凝土無腹筋梁(包括9根簡支梁和9根約束梁)在集中下抗剪強度的試驗,觀察了試件從裂縫出現到完全破壞失去承能力全過程的試驗現象並通過拍照進行,獲得了試件的斜裂縫出現、臨界斜裂縫和極限值和縱筋應變、混凝土受壓應變和梁側混凝土應變等應變值以及撓度值等。
  5. The compression experiment after impact is discussed in the paper. also, the compression damage force after different impact energy and the strain response of different position are presented. it is a satisfying method for experimental research to find the strain distributing in impact and cai, as well as the compression strength of cai

    同時本文還進行了沖擊后的壓縮試驗,對編織型復合材料在不同沖擊能量下的壓縮破壞,及損傷后不同位置的響應進行了和討論,是一個全面考察沖擊和沖擊后壓縮的應力分佈和研究破壞及剩餘強度的較為滿意的實驗研究方法。
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