temperature damage 中文意思是什麼

temperature damage 解釋
熱損傷
  • temperature : n. 1. 溫度，氣溫。2. 體溫。3. 〈口語〉發燒，高燒。
  • damage : n 1 損害，損傷；〈口語〉傷害，毀壞。2 〈口語〉費用，代價。3 〈pl 〉 【法律】 賠償損失；賠償金。vt...
  1. The experiment results indicated that by application of new control strategy, the charging efficiency was raised to about 90 %, the charging period was reduced to within 2 hours, and there was no apparent electrolyte temperature - rise, which means high efficiency, fast and damage - free charge is realized

    實驗表明，採用新型控制策略的充電過程可使充電效率提高到90左右，充電時間縮短到2小時以內，蓄電池電解液的溫升較之常規充電亦沒有明顯升高，實現了高效、快速、無損的充電思想。
  2. We adopt new production process of cold ends, so our sic heating elements have excellent specific rate of heat zone resistance and cold end resistance, saving energy, long life, avoiding over - temperature of cold ends to damage the furnace body. the commercial name of our sic heating elements is songshan silca heating elements

    我們的碳化硅電熱元件採用新的冷端部生產工藝，具有優良的熱冷端電阻比，節能、壽命長，同時避免了因冷端部溫度過高對爐體造成的損害。
  3. The homogenizer can be widely used in the homogenization of animal tissue, biological sample, foodstuff and cosmetics, especially used in the preparation of micro - organic test sample, featuring soft homogenization with no pollution, no damage, no temperature - rise, no sterilizing treatment to the sample and no need to wash the utensils

    該均質器廣泛用於動物組織、生物樣品、食品、化妝品的均質處理，特別適合於微生物檢測樣本的制備，具有均質柔和、樣品無污染、無損傷、不升溫、不需滅菌處理，不需洗刷器皿的特點。
  4. Used for lowering the temperature and bringing down a fever, is it stop the pain to diminish inflammation, skin care styptic, accident is it hurt various kinds of sports type damage, muscle draw wounded spraining slight scald, burning traumatism arrest blood, not waterproof and swollen to touch, the feverish, toothache dispels the fatigue to suffer heatstroke, have a headache, producing refreshing effect to the mind, medical first aid, etc.

    用於降溫退熱消炎止痛護膚止血意外碰傷及各種運動型損傷肌肉拉傷扭傷輕度燙傷燒傷外傷止血防水腫，中暑頭痛發燒牙痛消除疲勞，提神醒腦醫療急救等。
  5. Adhesives for load - bearing timber structures - test methods - determination of the effect of acid damage to wood fibres by temperature and humidity cycling on the transverse tensile strength

    承重木結構用膠粘劑.試驗方法.通過溫度和濕度循環試驗測定木纖維酸性腐蝕對橫向拉伸強度的影響
  6. Peroxides are widely used in the bleaching of textile fabrics and the best bleaching efficacy often relies on the bleaching process. high temperature, high ph and long reaction time are the factors that may damage the fibre quality

    產品應用資料jk - fast在紡織物漂白工藝中的應用過氧化物作為紡織物的漂白劑廣泛應用於纖維織物的漂白。
  7. Regional combinational law of the main agricultural meteorological disaster is summarized through analyse three main agricultural meteorological disaster and their types, characteristic and regional distribution in jilin province. and forecast the trend of drought, flood and low temperature cold damage. all the purpose is to provide the scientific basis for disaster prevention and control in accordance with local condition

    本文通過對吉林省三種主要農業氣象災害（乾旱、澇災、低溫冷害）的特徵分析，總結出吉林省主要農業氣象災害的空間組合規律，並對未來旱澇和低溫冷害的趨勢進行了預測，為吉林省制定減災、防災和救災的基本對策提供科學的依據。
  8. The whole thesis consists of three parts. firstly, we establish the meteorological disaster database of jilin province and deduce the statistic frequency of the main meteorological disaster on the base of choosed meteorological disaster index. the spatial distribution law and time variation of drought, flood and low temperature cold damage are concluded with the gis technology

    全文主要由三部分組成：首先，在選擇氣象災害指標的基礎上，建立了吉林省氣象災害數據庫，統計主要農業氣象災害的發生頻率，然後利用gis技術得到吉林省旱澇、低溫冷害的空間分佈規律和時間變化。
  9. Jilin province is one of the important commodity product base in china, but one or several kinds of nature disaster are happened, which include drought, flood, low temperature cold damage, frost injury, hail and gale disaster. that interfere the normal agricultural yield and restrict the steady and sustaining development of commodity product base in jilin province

    吉林省是我國重要的商品糧生產基地之一，然而在一些地區每年都發生一種或多種自然災害（乾旱、洪澇、低溫冷害、霜、雹、風等） ，干擾了正常的農業生產，限制了吉林省商品糧基地的穩定、持續發展。
  10. First, the basic mechanical capability and creep were proceeded on the material test system with the modified three point bending creep fracture test. the modulus and fracture toughness and tensile strength was attained and creep curve in 200 temperature was also presented. applying basic damage mechanical theory, thermal damage analyses were performed induced in fracture toughness and modulus, the practical formula of damage factors varying with temperature and time was given

    首先利用改進的三點彎曲試驗在mts實驗機上進行了巖石力學性能和蠕變測試，得到了花崗巖在溫度影響下的彈性模量和斷裂韌度以及抗拉強度變化規律，並得到了200下北山花崗巖蠕變全過程曲線。
  11. Direct connect vias conduct so much heat away from the pin and into the plane that high temperature or long soldering time may be required to complete the joint - thermal damage could occur to both the board and the component from soldering or desoldering

    在焊接時，直接連接的過孔會通過引腳把大量的熱傳導至內電層，因此完成焊接就需要很高的溫度或者延長焊接時間，這就會導致在焊接或拆焊時發生電路板或元件的損壞。
  12. Flame tube in aircraft engine undergoes high temperature and high speed airflow washing. a hypothesis was suggested, which takes the transient heat transferring as the main reason to the cracking and damage on flame tube. finite element method was adopted to simulate the thermal fatigue and the hypothesis was reproduced

    發動機火焰筒的熱疲勞損傷是導致火焰筒失效的主要原因，本文提出了一種火焰筒熱疲勞損傷假設，認為火焰筒熱疲勞損傷不是由於發動機的運行和停車時冷熱溫度循環造成的，而是發動機啟動時瞬態溫度傳導過程中材料循環塑性變形的結果，利用該假設結合有限元計算模擬了火焰筒產生疲勞損傷的原因。
  13. This paper unfolds engineering disposition and theoretical research of negative temperature high performance concrete ( nthpc ) with the damage of many factors motivation, the project background based on qing - zang railway engineering, which is one of four - emphasized engineering during the tenth five - plan. due to the difference of environment of construction and service between nthpc and ordinary concrete, and therefore durability of nthpc is required to higher level. at a first, nthpc must avoid frozen damage at early age and possess anti - freezing property at later period, in order to meet engineering practicable application need, and this are two emphasized and difficult problems, as for nthpc ; by means of mechanism analysis about deicing - agent ingredient and anti - freezing at early period, adopting composite technique routine of mineral addition + anti - freezing element + water - reducer4 - air - entraining + anti - erosion of steel component etc, based on orthogonal experimental approach, fd - 1 composite functional admixtu re was manufactured, which has more property and orientation on qing - zang railway

    負溫混凝土由於和普通混凝土在施工環境及服役環境上存在的差異，因此表現為比普通混凝土更為較高的耐久性要求；負溫混凝土首先要避免早期的凍害以及具備長期抗凍性能，才能夠滿足工程實際應用的要求，這也是負溫混凝土必須解決的兩大技術關鍵；通過對目前常用防凍劑組分作用機理的分析研究及混凝土早期防凍機理探討，採用礦物外加劑+防凍組分+高效減水劑+引氣+阻銹組分功能復合的技術路線，通過正交試驗設計復配了適應青藏鐵路工程要求的專用多功能復合型外加劑fd - 1 ；並在此基礎上配製不同等級負溫高性能混凝土，開展一系列包括硫酸鹽侵蝕、氯離子滲透、抗凍融循環、收縮及耐磨性等耐久性能研究；通過對fd - 1組分和摻量的調整，優化負溫混凝土在施工特性、力學指標和耐久性三個方面的兼容、協調性。
  14. The compatibility and harmony among workability, mechanical grade and durability are optimized, with the ground of adjusting composition and dosage of fd - 1 ; after analyzing anti - freezing damage mechanism, it is concluded that temperature is main factor, which affects structure and property of concrete. after two processes of temperature - elevation of hydration heat and temperature - descent of cold - environment, there is original damage in concrete and its existence leads to temperature fields, as results in temperature damage on transition phase > aggregate and cement mortar of concrete

    通過對負溫混凝土早期防凍分析研究認為，環境溫度對混凝土的結構形成及其性能的影響十分突出，水泥水化溫升和環境散熱降溫兩個過程導致混凝土結構內部產生不均勻溫度場，對過渡相、水泥砂漿以及骨料都能產生不同程度的溫度損傷，產生內部溫差應力裂紋，初始損傷也是不可避免的。
  15. Abstract : based on the fundamental principle of hypothesis strain equivalence, itwas investigated a physical concept of high strength concrete at minus temperature ( hscmt ) freezing damage parameter, the elastic modulus of frost concrete with anti freeziug admixture and without antifreezing admixture built and it was analyzed their variate process and the condition adaptated. it is purpose to judge hscmt frost failure process

    文摘:從應變等效性假說的基本原理出發，研究了負溫混凝土凍結損傷參數? ?彈性模量法中受凍后測試的損傷混凝土彈性模量的物理概念，從而分析了摻防凍劑混凝土及不摻防凍劑混凝土受凍后的彈性模量變化過程及其選用該參數的適應性條件，為判斷負溫高強混凝土材料凍結失效過程提供保證。
  16. Finally, the distribution discipline of the cyclic changing temperature damage factor under the conditions of low temperature through the equivalent assumption and energy equivalent model based on damage mechanics theory. the fatigue life of the 4cm depth sawed cracking road is obtained under the conditions of - 15 based on the shenyang - dalian highway. in this paper, the inhomogeniety of asphalt concrete resulting from temperature change is considered, when the influence of the temperature change on the semi - rigid asphalt pavement concrete is analyzed

    最後，基於損傷力學理論，通過等效應變假設原理和能量等價模型，得到低溫下循環變溫損傷因子的分佈規律，以沈陽?大連高速公路的預鋸縫為工浙江大學博士學位論文廣義荷載作用下道路與軟基共同作用研究王金昌2003年5月程背景，預測了4cm深的鋸縫在一巧路表變溫作用下的疲勞壽命。
  17. 4. the temperature damage experiment about mixture of cements, stones and concrete is carried out for the first time. principle that the damage changed with the temperature is analyzed

    進行了水泥砂漿，夾石及混凝土試件溫度損傷試驗研究，分析了混凝土在升溫與降溫過程中損傷隨溫差的變化規律。
  18. The impacts of low temperature to rice seedling are analyzed, the results show that the middle and third decade of april are the crucial period of < 12 low temperature damage, the first and second decade of may are the crucial period of reverse spring cool damage

    分析了低溫對水稻育秧的影響， 4月中下旬是秧苗受12低溫危害的關鍵時期， 5月上中旬是秧苗受倒春寒危害的關鍵時期。
  19. Damage finite element, which can be calculated by rupture - damage finite element program, is applied to arch construction to calculate damage field and stress field with damage character considered, hi the program temperature damage developing equation is presented

    損傷有限元計算是在已有的斷裂一損傷有限元的程序中加入本文給出的溫度損傷演變方程，以實現了溫度損傷及考慮損傷后應力場的計算。
  20. Focusing on the micro construction of concrete materials, some research has been done. based on the former accomplishment and two theories : fraction mechanics and damage mechanics, the thermal damage model is established. the temperature damage developing equation is presented, as well as the calculation of arch construction

    本文在總結前人研究成果的基礎上，從混凝土材料組成的微細觀角度出發，應用混凝土斷裂力學和損傷力學理論對混凝土材料在溫度荷載作用下的損傷問題進行了理論與試驗研究，提出了混凝土溫度損傷模型，並導出了混凝土溫度損傷演變方程，最後用損傷有限元對拱型結構進行了數值計算，論文的具體內容如下： 1
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