弱粘結性 的英文怎麼說
中文拼音 [ruòniánjiēxìng]
弱粘結性
英文
weak coherence-
The results indicate that weak interfacial bonding reduce the macromechanial performance of mmcs
結果表明弱界面粘結的存在使復合材料宏觀性能下降。Abstract : in this paper, the adherent properties of pet fabric treated by corona - discharge were studied through esca and wettability, the application of two mechanisms in terms of weak boundary layer and chemical structure on fabric surface was discussed
文摘:本文通過光電子能譜和表面潤濕實驗來研究經電暈放電處理后的滌綸織物的表面性能，探討了弱界面層和化學結構兩種理論在粘合中的應用。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裂縫尖端的應力集中、限制並約束裂縫的產生和開展、減小裂縫寬度、尤其是通過粘結作用提高了裂后混凝土的整體性，從而使混凝土的抗拉、抗彎、抗剪強度顯著提高，其抗沖擊、抗疲勞、裂后韌性和耐久性也有較大程度的改善。The strengthening method of mixing is to use the cement as curing agent and use the special machine to mix up the soft clay and the cement to make the soft subgrade become the compound subgrade that has concreteness ; stability of water and enough strength
攪拌法加固技術是利用水泥等作為固化劑，通過特製的深層攪拌機械在地基中將軟粘土和水泥強制拌和，使軟弱土硬結成具有整體性，水穩性和足夠強度的地基土。Organic bentonite - yh - 958 introduction : yh - 958 organic bentonite is the self - active organic bentonite. it can be added in every step of compounding paint, it no needs pre - gel or polar activator, it has perfect rheological, anti - settling and sag prevention. besides the characters of the other yh bentonite, yh - 958 function well in high gravity, low viscosity pigment solvent system
Yh - 958和978產品是國內首創的自活化有機膨潤土，可在調漆的任何階段加入，無需預凝膠和極性活化劑，分散細度可在20um以下，可用於面漆和底漆，提供油漆體系理想的流變性能，控制沉降和流掛，除具備同類產品的特點以外， yh - 958在較少添加量，低粘度的高比重顏料體系中形成微弱的絮凝結構，防止顏料沉結( 5 ) simplified calculation method without considering degradation of bond strength and response surface method using analysis output by fem is carried out to calculate the time - dependent reliability of corroded structure separately. the influence of chloride diffusion rate and steel corrosion ratio on structure reliability is discussed. the applicable scope and the calculation difference between the two methods are compared
（ 5 ）分別採用不考慮混凝土與銹蝕鋼筋之間粘結力減弱的簡化方法和利用非線性分析結果的響應面方法計算銹蝕鋼筋混凝土結構的時變可靠度，研究了氯離子侵蝕速率、鋼筋銹蝕率對結構可靠度的影響，並分析比較了這兩種可靠度計算方法的適用范圍和計算差異，為混凝土結構基於可靠度的耐久性鑒定提供了實用判別方法。The process and mechanisms of slipping, exfoliation to layered graphite and compounding with polypropylene ( pp ) on nano - scale were systemically studied. the effects of shearing force field offered by pan - milling and confined environment of the exfoliated graphite on the microstructure of polypropylene, the electrical and thermal conductivities of the nanocomposites were also investigated. based on the experimental results, a modified electrical conductive model as well as thermal conductive model for polymer - based composites was proposed
利用層狀無機物（如石墨）的弱層間結構和聚合物的粘彈性特點，在磨盤碾磨剪切力場作用下，通過摩擦和拉伸形變錯位、擠壓嵌合、拉伸滑移、剪切剝離與粉碎和混合分散等過程，實現層狀無機物層間剝離和與聚合物的納米復合。The relationships between the tenacity and some other vulnerability paramenters of graphs, namely connectivity, toughness and integrity are established. examples show that the results are best possible
研究了圖的粘連度和一些其他脆弱性參數，包括連通度、堅韌度和完整度之間的關系.實例說明所得結論是最好可能的According to the structure and some global estimates of the weak entropy solution, we derive the global l1 - error estimate for viscosity methods to this initial - boundary value problem by using the matching traveling wave solutions method
根據弱熵解的結構和一些整體誤差估計，使用匹配行波解方法證明了在l ~ 1 -范數下初邊值問題的粘性逼近方法的整體誤差估計。It is necessary to study the effect of weak interfacial bonding on the mechanical behaviour of metal matrix composites ( mmcs ), the micromechanical finite element method and the nonlinear spring element for the interface are employed to predict the effective behaviour of mmcs
論文採用非線性彈簧元模擬界面，用細觀力學有限元法計算分析了不同界面特性下弱界面粘結的纖維增強金屬基復合材料的宏細觀性能。This thesis aims at the fiber reinforced composites with weak interfacial bonding, which seriously affects the mechanical behaviour
界面對復合材料的力學性能有重要的影響，開展弱界面粘結對纖維增強金屬基復合材料力學性能的影響研究具有重要的工程應用價值和理論意義。Now there ' re more attentions upon development, mechanics performance, computation module, dynamic analytic method of dampers at home and abroad for research on the energy - dissipation structures with viscous damped bracings, but research on conceptual design principles and additional damping ratio ' s determination are less and only localized in terms of the principle which restrict the expansion and application of the energy - dissipation earthquake - reduction technique
國內外對粘滯阻尼消能支撐結構的研究多側重於阻尼器的開發及其力學性能、計算模型、動力分析方法等方面，而對與實際工程應用直接相關的概念設計原則、附加阻尼比的確定等方面的研究則相對薄弱，一般僅限於原則性條款，這制約了消能減震技術的推廣應用。The constant compliant interface ( cci ) model included a finite interfacial strength for the interface
研究表明當界面粘結從強到弱變化時，復合材料的橫向彈性模量不斷變小。The indication of other starch pasting characters are different with different sowing conditions among different varieties, that is the characters of the to varieties of wheat with high intensity gluten are the same, there exist differences between weak and high gluten varieties and the characters of two middle and weak ones are unstable
結果表明，沿淮地區小麥基因型和播期對小麥澱粉糊化特性均有一定影響， 6個不同基因型品種的峰值粘度變化基本一致，都隨播期的推遲明顯有增大的趨勢，其他澱粉糊化特性指標在不同播期條件下不同品種存在一定差異；在澱粉糊化特性上兩個強筋小麥品種各項指標比較一致，弱筋小麥品種與強筋品種有明顯差異， 2個中筋、弱筋小麥品種表現不穩定。Abstract : in this paper the visco - elasticity constitution relationship of cyclic degradation describing offshore soft clay behaviors is studied. a method for quantitatively analyzing the stability of offshore soft soil sites under wave loading is developed by combining the relationship with water - mud multi - layer interface model. since the variation of nonlinear visco - elasticity parameters due to cyclic degradation of soft clay can be considered, the analytic results can reflect the changing process of soft clay under wave loading
文摘:本文研究了海洋軟土的循環弱化粘彈性本構關系，進而把它與波浪、水、土多層計算模型相結合，提出一種定量分析波浪作用下海洋軟土場地穩定性的方法.由於它考慮了軟土的循環弱化而導致的非線性粘彈性參數的變化，使分析結果能比較真實地反映波浪作用下海洋軟土層的變化過程分享友人