粘貼力 的英文怎麼說
中文拼音 [niántiēlì]
粘貼力
英文
adherence force-
The material has good air permeability, ultraviolet radiation resistant, aging resistant, felting, ceramic tile, plasterer or painting can be directly laid on the waterproof layer
該材料具有良好的透氣性,耐紫外線、抗老化、粘結力好,防水層上可直接鋪貼瓷磚、抹灰或油漆。The 23rd production, operation is small the taxpayer that does not have the ability that build zhang truly again, meeting personnel builds the wealth that can invite the professional orgnaization that pursues business of accountant representative charge to an account via approval to perhaps be approbated via the tax authority for you zhang and conduction zhang wu ; invite afore - mentioned orgnaizations or personnel has real difficulty, via approval of prefectural above tax authority, can the regulation according to the tax authority, establish proof of income and expenses register of sales of stickup book, stock or royalities charges unit
第二十三條生產、經營規模小又確無建賬能力的納稅人,可以聘請經批準從事會計代理記賬業務的專業機構或者經稅務機關認可的財會人員代為建賬和辦理賬務;聘請上述機構或者人員有實際困難的,經縣以上稅務機關批準,可以按照稅務機關的規定,建立收支憑證粘貼簿、進貨銷貨登記簿或者使用稅控裝置。And. the test research on the restrained beams strengthened by epoxy - glued cfrp which is glued in term of different angle is presented. based on the test of shear strengthening by cfrp - bonded, qt. ality control standards of the design and construction is established
作者對cfrp加固用材料性能、結構受力特徵進行了系統的論述,對按不同角度粘貼cfrp加固的約束梁進行了試驗研究,得到大量數據,並在試驗的基礎上,得出了有關的構造要求、錨固要求等設計施工質量控制條件。Through direct pullout test, we examine the effect of the water to cement ratio, contend of steel fiber and silica fume on the bond behavior ; compare the bond behavior of two types of cfrp bars with difference surface treatment ( r1 bars and g1 bars ), and reprocess the one of inferior bond strength ; investigate the bond stress distribution along the bond length of cfrp bars, and assess the adequacy of some exist analytical models of bond - slip behavior to reproduce the experimental bond behavior
本文主要通過直接拉拔試驗,考察水膠比、鋼纖維摻量、硅灰摻量以及cfrp筋的表面處理類型等材料參數對粘結性能的影響,並對粘結效果較差的cfrp筋研究了表面處理方法,以提高cfrp筋與rpc的粘結性能;通過在cfrp筋表面粘貼應變片,測定了粘結應力沿cfrp筋埋長的分佈情況,並對現有的粘結滑移本構模型與試驗結果的擬合效果進行了比較。Based on plane section assumption, this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp, and makes a simplification of the methods. a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp, calculating results compare well with experimental data
本文在平截面假定的基礎上分別推導了碳纖維布縱向粘貼大偏心受壓柱的正截面承載力校核和截面加固基本計算公式,並對公式進行了相應的簡化;運用fortran語言編制相應程序對縱向粘貼碳纖維布大偏壓柱進行了數值分析,本文公式計算結果和程序計算結果均與試驗結果吻合良好。The experimental result has shown that the ultimate bearing capacity and ductility of eccentrically loaded columns have a certain increase when they are strengthened with transverse cfrp. in addition, the excessive eccentrically loaded columns have a more notable effect as a result of strengthening with the combination of longitudinal and transverse cfrp. the increasing degree of strengthening columns ’ bearing capacity reduces while the volume of cfrp increases
試驗結果表明,碳纖維布橫向加固偏壓柱時,其承載力和延性均有一定程度的提高;對于大偏心受壓柱,縱橫向聯合粘貼碳纖維布的加固效果非常明顯;隨著cfrp加固層數的增加,構件承載力的提高幅度減小。The technique training contains the content are many, for example : the wax pencil water color ' s modelling, cancels the line, the color ; the clay sculpture class rubs sticks the picture ; manual class paper folding, cutting out, glue, . . . therefore, the technique training both must fasten tightly each class the key point, and must have the whole situation in mind, application of local experience to the entire area ; both must focus on all personnel schoolmate, and must consider the individual result prominent or ability weak schoolmate, teaches students in accordance with their aptitude ; both must praise encourages, and must counsel specifically, helps them to solve in the technical difficulty
技法訓練包含的內容較多,如:蠟筆水彩的造型、勾線、上色;泥塑課的揉搓粘畫;手工課的折紙、裁剪、粘貼, … …因此,技法訓練既要扣緊每節課的重點,又要胸有全局,點面結合;既要著眼于全班同學,又要照顧個別成績突出或能力較弱的同學,因材施教;既要表揚鼓勵,又要具體輔導,幫助他們解決技術上的困難。Recently, an advanced composite material named carbon fiber reinforced plastic ( cfrp ) has emerged as an alternative to traditional strengthening materials. many advantages such as lightweight, non - corrosive, simple construction, and high tensile strength make it widely used in strengthening field
碳纖維布( cfrp )加固修補混凝土結構技術是一項新興的結構加固技術,它是利用樹脂類膠結材料將碳纖維材料粘貼于混凝土表面,從而達到對結構構件補強加固及改善結構受力性能的目的。Experimental study on shearing rc members strengthened with cfrp fabrics the ends of cfrp fabrics anchored in concrete
粘貼碳纖維布加固鋼構件受拉承載力試驗研究First, the finite element dynamic models of the cantilever intact and damaged laminated composite cylindrical shells are established. the piezoelectric smart materials bonded on the laminated composite shell are used as both actuator and sensor
首先,建立表面粘貼有壓電片材料的懸臂完好復合材料層合殼體及損傷復合材料層合殼體的有限元動力學模型,並求出其動力響應。In order to assure the bonded - strengthened beams to have ductility and fully exert the compressive capability of concrete, the paper deduces the lower limit compressive height used in design from the plane section assumption and theory of limit destruction. the lower limit compressive height is when the strain of compressive edge fiber reaches its peak value ( 0. 002 ) and the externally bonded material reaches its limited strain ( 0. 01 )
由平截面假定和界限破壞理論,並保證粘貼加固梁具有一定的變形能力和較為充分地發揮混凝土的抗壓性能,本文以受壓區混凝土邊緣應變達到峰值應變( 0 . 002 ) ,而加固材料應變剛好達到極限值( 0 . 01 )的界限破壞時混凝土受壓區高度做為粘貼加固梁設計高度的下限值_ ( c0b ) h 。The plastics and board adhesive is particularly for the bonding of the pvc wood grain decorated plastic plate and the plank or the fiber board of medium density, etc since it has high adhesive strength and strong adsorption power. the adhesive can be used for the adherence of paper and plastics also
塑板膠,粘接強度大,吸附力強,不易脫膠翹邊,對pvc木紋裝飾塑片與木板中纖板等材料的復合粘貼具有獨特的粘接效果,亦可用於紙-塑粘合。Through the bonding tests and the theory analysis between the advanced composite glass sheets and the concrete under the general load - carrying condition, the iterative load - carrying condition, the freeze - thaw action, and the defective bonding, the calculative model has been established, and the numerical value of fibre sheet strain under different load - carrying has been confirmed. the bond strength calculative expressions for the concrete bonded with glass fibre sheet under the pull - shear and the bend load - carrying conditions have been established. the author put forward the decreasing coefficient and the calculative expressions for the influence of reinforce effect by the non - effective area and the calculative expressions for the influence of the freeze - thaw action on the carrying capacity of the concrete beams
本文採用美國泰扶高強復合玻璃纖維布以及與之性能相當、由南京玻璃纖維研究院自行研製開發的egfw430型玻璃纖維布兩種材料,通過在靜載、重復荷載、凍融及有缺陷粘結條件下的高強玻璃纖維布與混凝土粘結性能的試驗研究與理論分析,建立了玻璃纖維布-混凝土的粘結計算模型,明確了不同受力狀態下纖維布應變的設計取值,提出了玻璃纖維布-混凝土抗剪粘結強度的計算公式;確定了考慮非有效粘貼面積對加固效果影響的折減系數;給出了凍融循環次數引起承載力下降的插值計算方法;並驗證了重復荷載作用下玻璃纖維布與混凝土良好的粘結性能。It has good decoration effects. it can be adhere the face of floor and also can be paved on the wall directly. it can avoid the noise when you walk on it, let you innovate your imagination in such quiet, comfortable environment
可以粘貼在高架地板上使用,也可以直接鋪貼在地面上使用,能大大減少人們在行走及搬運設備過程中產生噪音,使您在舒適寧靜的機房環境中發揮您的想象力及創造力。Using the strain gauge to acquire data of the stress time history under current operating condition on the critical location of the vane wheel, and using the fatigue theory to evaluate its residual working life is one of the effective engineering methods on fatigue problems study
摘要通過在葉片危險部位粘貼應變片進行數據採集以獲取其在當前運行工況下的應力時間歷程,結合疲勞理論來預估其剩餘工作壽命是工程中有效的疲勞問題研究方法。And the calculated results closely coincide with experimental results. furthermore, the paper, through applying the improved algorithm to the load - deflection curve and secondary load, also the calculated curves closely coincided with experimental results ( showed as chart 3. 17 - 3. 20 )
本文還將改進的演算法運用於粘貼加固受彎構件的荷載?撓度曲線和二次受力問題的計算中,得出與試驗結果吻合較好的計算曲線(圖3 . 17 3 . 20 ) 。In order to simplify the calculated procedure, the error coefficient ( r1 ) has been introduced to paper. and so, the criterion formula ( 2. 1 ), which calculates strain and stress in concrete, can be replaced by one - variable formula ( 2. 17 )
為簡化計算類設計破壞形態時粘貼加固構件的抗彎承載力,本文引入誤差調整系數_ 1 ,將規范混凝土應力?應變公式( 2 . 1 )簡化成一階線性公式( 2 . 17 )並代入計算。Support includes copying and pasting a
支持能力包括復制和粘貼Based on literature and introducing the error coefficient ( r2 ), the paper infers the formula ( 2. 63 - 2. 66 ), which is applied to calculate the lag strain of bonded materials ( elag ) under the secondary load
本文在有關文獻的基礎上,引入誤差調整系數_ 2 ,推導出鋼筋混凝土受彎構件二次受力下粘貼加固材料滯后應變_ ( tag )的計算公式( 2 . 63 ) ( 2 . 66 ) 。It is used to adhere sporge, cloth, eva, leather, imitation leather, paper carton etc by pressing of heat _ proof webs to add adhering shength
用於海綿、布類、 eva 、皮革、人革、紙板等上膠貼合。採用耐高溫網帶壓著。提高產品的粘貼力。分享友人