拉裂縫 的英文怎麼說

中文拼音 [lièféng]
拉裂縫 英文
tension crack
  • : 拉構詞成分。
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 縫名詞1. (接合處) seam 2. (縫隙) crack; crevice; fissure; slit
  • 裂縫 : 1. (裂開的縫兒) rent; rip; hiatus; tear; rift; crevice; crack; fissure 2. [地質學] fracture; rupture
  1. At the end of the corridor was the dressing room belonging to clarisse and simonne. it was a long, ill - built room under the roof with a garret ceiling and sloping walls

    利瑟和西蒙娜的化妝室在走廊的一端,這間屋子狹長,造得很粗糙,在屋頂下面,墻角傾斜,墻上有
  2. Pore evolution model for xujiahe formation reservoir in west sichuan foreland basin

    爾盆地蘇德爾特古潛山發育特徵
  3. Here the hsc of sompa is achieved through adding super - effective water reducer, fined slag and silicon fume, and decreasing the water / cement ratio. by varying the area ( spacing ) of tension bars, compressive bars, vertical links and distribution steel and embedding steel fiber and polypropylene fiber we try to improve the behaviors of reinforced high performance concrete one - way spanning slabs in bending, so that its ductility be greater than 5. with the same arrangement of steel the width of bending member is varied to observe the effect of the width / depth ratio on the ultimate compressive strain of concrete

    通過變化受筋含筋率和受壓筋、箍筋(鉤筋、分佈筋)含量,或摻加纖維使之成為鋼纖維高強混凝土( sfrhsc )和聚丙烯纖維高強混凝土( pfrhsc ) ,對高強混凝土雙筋截面梁、板的受彎性能進行了試驗研究,試圖改善高強混凝土受彎構件的延性,使其延性比大於5 ;並在相同配筋情況下,通過變化截面寬度,研究了高強混凝土受彎構件的寬高比對壓區混凝土極限應變的影響;並對試驗構件的發展情況進行了觀測。
  4. Masonry bui1ding has been the main structura1 sty1e of living bui1ding in our chinese cities and towns. but cracks are formed easi1y because of the poor tensi1e resistance of the masonry bui1dings, especial1y on the top of the tier bui1dings where ob1ique cracks are often deve1oped. these have been the urgent1y hard problems of civi 1 engineering researchers

    砌體結構房屋是我國城鄉居住房屋的主要結構形式,但由於其本身的抗性能不佳,容易形成,尤其在多、高層砌體結構房屋的頂層容易形成斜,這已成為土木工程研究人員急需解決的一大難題。
  5. Since the commercial oil flow being obtained in bulate fractured reservoir by fracturing well bei 10 in 2001, daqing oilfield company ltd. has speeded up the exploration of this kind of reservoir in hailaer basin

    摘要自2001年貝10井首次在布達特性儲層壓改造后獲得高產工業油流以來,大慶油田公司加大了對海爾盆地該類儲層的勘探力度。
  6. Based on the fem program on fracture of plane structure developed by professor fu xiaoling of ho hai university, a two demension damage and fracture finite program package which is programed in fortran 90 language is developed. the paper adopts the plane - eight - nodes isoparameters element and compute the developing law of the damage and macro - damage of plane structure under load. considering the original damage and tension and compression damage at the same time, the paper adopts the more reasonable concrete constitute relation of two demension and exponent function model

    在河海大學符曉陵副教授所編制的平面結構斷有限元程序( dl08p4 )基礎之上,本文用fortran90語言編制的二維損傷-斷有限元程序包,程序採用平面八結點等參數單元分析計算平面結構在外荷載作用下損傷及宏觀的發展規律,考慮了混凝土結構體內存在著初始損傷和同時存在的、壓損傷,並且採用更為合理的具有損傷含義的混凝土二維本構關系(即正交異性損傷模型中的本構方程)和指數函數模型建立的並可進行、壓損傷可比性換算的損傷演變方程,較為真實地反映了實際情況。
  7. Adopt advanced technic of f4 whole cold - press to moulding and heat melt to process to make, let the lining no slot to link withal cheek by jowl connect with exterior metalpipes wall, in the state of allowwing to work keep to distort in - phase, thereby to enhance using - life of lining in the working status of opposite high temperature high vacuum, stop the ecumenic pad fluorin pipes using in condition of cold and heat alternate and minus tension to come into being the matter of padding fluorin floor shrivel to jam the flowway and plastic rip, its perfect choice use to transport medium of strong corrosive strong oxidation by modern chemical - industry corporation

    採用氟塑料f4整體冷壓成型及熱熔加工等先進技術製造,使內襯層無搭接且與外層金屬管壁緊密粘接,在允許工作狀態下能夠保持同步變形,從而提高了襯里層在相對高溫高真空度的工況下的使用壽命,杜絕了一般襯氟管在冷熱交替,及負壓的條件下使用易產生襯塑層鼓癟阻塞流道及塑料的問題,是現代化工企業在輸送強腐蝕強氧化介質理想的選擇。
  8. In view of soil mechanics, the uplift mechanism is more complicated than any other soil engineering problems. factors such as uplift behavior of soil, crack development, filled soil quality and progressive failure are shown having greatly influenced on pullout behavior

    從土力學觀點來看,基礎上拔機理遠比其它土工問題復雜,土的抗性能、土體中開展過程、填土質量以及土的漸進性破壞等因素,嚴重影響著基礎上拔的性能。
  9. From the test results, suggestion that negative moment reinforcement should run through the specimens to postpone the crack ' s appearance and improve the specimens " fire endurance are also proposed

    由此提出了通板頂負筋的建議,以延緩橫向貫通的出現,達到保護預應力筋和提高連續板耐火性能的目的。
  10. Cracks may initiate in compression, and certainly in tension.

    可能在壓縮載荷下形成,當然也可能在伸載荷下形成。
  11. There is a crack in a plate of steel which makes the material in that area weak in tension and shear.

    在鋼板上有一條,使其所在區域內的材料抗和抗剪性能減弱。
  12. Test method for strength properties of adhesives in cleavage peel by tension loading engineering plastics - to - engineering plastics

    力負荷法測定中膠粘劑抗特性的測試方法
  13. During the on - site experiment for full - scale segmental model of the girder, stress and cracks of the side - boxes were surveyed

    進行標準梁段足尺模型試驗,觀測試驗模型橫向預應力鋼束張后,主梁邊箱測點的應變,以及模型表面混凝土的情況。
  14. Test analysis on the tension - caused cracks in the post tension pre - stressed cored slabs

    后張法預應力空心板張拉裂縫試驗分析
  15. When the confined shrinkage value which resulted from the confined action of all above shrinkage exceed the ultimate tensile strain, cracks occur

    各種收縮變形疊加后,混凝土的限制收縮值超過極限伸率導致的產生。
  16. According to the genetic classification, fracture system can be classified as follow : structure fracture, regional fracture and shrinkage fracture

    系統按其成因分類可分為:剪、擴張。按地質分類可分為:構造、區域、收縮
  17. On the base of the research about the prestressed concrete structures at chongqing jianzhu university, a convenient and practical way to control the cracks is introduced in the pages, which is called the method of nominal tension stress that control the width of cracks by the nominal tension stress ftk under the working loads and the limited loads

    文中在參考重慶建築大學多年研究成果的基礎上,通過研究四榀預應力框架梁的發展情況,推薦了一套了實際結構工程設計中方便的控制方法? ?以名義應力ftk控制短期荷載及長期荷載作用下預應力梁的要求。
  18. Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models, interfacial stress at the end of plate is deduced. after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward, strength prediction formulas of compound beams under plate end debonding failure are established. in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode, several bond strengths and their relation are introduced

    對于板端剝離破壞,在總結現有承載力模型的基礎上,利用已有試驗數據對各承載力計算公式進行了分析比較,進一步採用分階段分析法,推導了板端界面應力的計算公式,在此基礎上,採用加固復合梁有效慣性矩的修正公式,建立了考慮名義配筋率和板端偏移比影響的板端剝離破壞梁承載力的計算公式;對于跨中受彎導致的粘結破壞,闡述了常見的幾種粘結強度之間的區別和聯系,並基於剪粘結強度,提出了跨中受彎導致粘結破壞的承載力計算公式,並利用現有試驗結果確定了模型中的一些參數;最後,利用試驗數據對本文建立的兩種粘結破壞承載力計算公式進行了檢驗,結果基本吻合。
  19. Steel fiber scatters stress converging in the area of the top end of tiny cracks, restrict the occurrence and development of cracks, diminishes the width of cracks, and enhances the integrity of concrete with the occurrence of cracks via the effect of felting between concrete and steel fiber, and consequently the strength of concrete that resists compression, tension, and shear force increases obviously, and the capability of concrete that resists compact, and fatigue, and the ductility and durability of fissured concrete improve

    鋼纖維削弱了混凝土微尖端的應力集中、限制並約束的產生和開展、減小寬度、尤其是通過粘結作用提高了后混凝土的整體性,從而使混凝土的抗、抗彎、抗剪強度顯著提高,其抗沖擊、抗疲勞、后韌性和耐久性也有較大程度的改善。
  20. Low frequencies are related to the random property of soil rupture, whereas random vibration frequencies of the tractor - implement system are shown in the high frequency range

    研究結果表明:低頻力與土壤振動等隨機因素有關,而高頻力則是由於拖機鼠道犁機組的振動引起的。
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