creep behavior 中文意思是什麼

creep behavior 解釋
蠕變行為
  • creep : CREEP =Committee for the Reelection of the President (美國)支持總統連任委員會。vi (crept; cre...
  • behavior : n 1 行為,品行;舉止,態度,舉動,表現,行動。2 (生物的)習性;(機器等的)特性,性能,狀態;(...
  1. So it is initiative and instructive for the future application of the temporal interferometry on the analysis of the vibration. in the study of the dynamic mechanical behavior of the ballistite material, the material ' s creep curves and the creep velocity curves are successfully obtained using tspm, and whole field displacement distributions

    將時間序列散斑干涉計量方法引入材料蠕變特性的研究在國際上尚屬首次,該研究對于將來材料力學性能的研究又提供了一有力的分析工具,並為以後該領域的研究提供了有力的理論和實驗依據。
  2. Available empirical results indicate that the creep of reinforcement strongly influences the overall behavior of rs structures, which is demonstrated by excessive deformations. different creep tests are discussed and the test methods to obtain the two kinds of creep curves are compared in this thesis. the methods of how to determine the reduction factor according to long - term strength of creep or allowable strain during the services life are presented

    文中介紹和研究了不同的蠕變試驗手段,比較了獲得兩種蠕變曲線的試驗方法,並給出了兩種蠕變曲線一定范圍外推的數據處理方法;給出怎樣根據設計使用年限的長期蠕變強度或容許應變來確定蠕變折減系數的方法,並用計算實例來說明。
  3. Testing study and modeling analysis of creep behavior of slates

    板巖蠕變特性試驗研究與模擬分析
  4. The results showed that the creep coefficients in cfrp - confined concrete columns and in epoxy - coated concrete columns are almost same, both are less than that in plain concrete columns on the same other conditions but surface treatment, which demonstrates that the creep reduction in cfrp - confined concrete columns is due to the existence of epoxy coating not of cfrp sheet. furthermore, the physical apperence and dimension have litter effect on the creep behavior of cfrp - confined and epoxy - coated concrete columns

    結果表明:其他條件相同時, cfrp約束混凝土柱與塗膠混凝土柱的徐變基本一致,比素混凝土柱徐變小29 . 0 %和26 . 9 % 。 cfrp約束混凝土柱的徐變減小是由於粘貼cfrp布時的膠層所致而非核心混凝土的約束效應。 cfrp約束或表面塗膠的混凝土柱的外形、尺寸及體表比對其徐變的影響很小。
  5. Facture damage behavior of wood - bamboo composites board under the mutual action of fatigue and creep was studied

    摘要研究了在疲勞蠕變交互作用下竹木復合層合板的斷裂損傷行為。
  6. Thermal shock behavior and interaction fatigue - creep of 3d - c / sic had been investigated in the three environments ( argon, dry oxygen, wet oxygen ) in the preset work

    本文研究了3d - c sic在空氣介質下的熱震損傷規律和在三種介質(氬氣、干氧和濕氧)下的疲勞蠕變的損傷規律。
  7. So far, many studies on general properties of 3d - c / sic have been carried out, but the study on its interaction fatigue - creep and thermal shock behavior, especially at high temperature, has not been reported

    文獻中對其常規力學性能研究較多,而對其熱震和疲勞蠕變交互作用行為鮮見報道。
  8. The study on retarded creep behavior using creep theory under condition of reservoir water lever in stabilized status for one and a half year demonstrates that the viscous coefficient of sliding soil shall increase as creep procedure continues, meanwhile, the displacement process of landslide surface area fitted by logarithmic curve matches closely with measured values

    以蠕變理論研究在庫水位穩定一年半的條件下滑坡的減速蠕變現象,證明滑帶土粘滯系數隨蠕滑過程不斷增大,以對數曲線擬合滑坡表部位移過程與實測值吻合較好。
  9. At present, the research on 3 - d braiding composite ' s creep behavior were little, however, the influence of 3 - d braiding composite ' s creep property on its applied procedure is large. so the work of this thesis will have significant meanings for the theoretical research and applications of 3 - d braiding composites

    目前,國內外三維編織復合材料蠕變問題的研究相對較少,且三維編織復合材料的蠕變性能對其使用過程影響很大,因此本文的工作無論對於三維編織復合材料製品的生產及使用,或是三維編織復合材料蠕變理論方面的研究,都將具有比較重要的意義。
  10. The fe analysis on the creep behavior of wheel rail system

    基於有限元法的輪軌蠕滑特性研究
  11. The creep behavior of carbon fiber reinforced polymers is studied, and the regularity between time and creep deflection is analyzed. creep model is established by statistic analysis, as well as the influence on engineering practice and prestressing bonding frp technique induced by creep behavior of cfrp is analyzed

    研究了卸載后碳纖維片材的強度、模量變化情況,分析了徐變性能對加固綜合效果的影響以及對預張拉粘貼碳纖維片材加固混凝土結構的影響。
  12. Standard test method for evaluating the unconfined tension creep behavior of geosynthetics

    評定土工合成織物無側限拉伸蠕變特性的標準試驗方法
  13. From an examination of the tensile behavior of cz ly12 alloys under different temperature and strain rate, two kinds of deformation and intergranular fracture behaviors were observed that were opposite to the characteristic strain rate range in fine - grained superplasticity. the mechanisms are described as follows. the high ductility achieved at high strain rate is generally attributed to the dominant role of gbs accommodating mechanisms, which is considered as dislocation creep within grains controlled by subgrains

    研究選用自然時效淬火態的ly12鋁合金,進行了一系列不同溫度和應變速率下的單軸拉伸試驗, 480下,觀察到與傳統細晶超塑性特徵區間相反的行為:較高應變速率下,動態再結晶使晶粒細化,促進了晶界滑移,亞晶界控制的晶內位錯蠕變是晶界滑移的主要協調機制。
  14. The creep coefficient method and the time - stress equivalence principle are used to investigate the creep behavior of plastic geogrids

    摘要運用蠕變系數法和時間應力等效原理分析塑料土工格柵的蠕變行為。
  15. The tensile creep and rupture behavior of a three - dimensional c / sic composite has been investigated in this thesis

    本文研究了3d - c sic復合材料的高溫拉伸蠕變行為。
  16. On the study of the influence of the interphase properties on the creep behavior of short fiber enforced metal matrix composites

    界面特性對短纖維金屬基復合材料蠕變行為的影響
  17. The conclusions and the fit equations were got. 3 - d braiding composite ' s life span is predicted by extrapolating its creep behavior based on the combination of testing data and theory formula

    在實驗數據和理論公式相結合的基礎上,對三維編織復合材料蠕變行為進行外推,預測了三維編織復合材料的長期使用壽命。
  18. Abstract : based on the hypotheses of three - piece straightening curve. it isverified that the method for using little deformation condition was true with accurate solution of three - piece straightening curve. the mechanics behavior of slab was analyzed in regard to the creep properties of high temperature slab. the results show that the strain, the strain velocity and the stress varied so smoothly that the inner crack was prevented. technical renovation is carried on by adjusting the displacement of rolls and by using the accurate solution of three - piece straightening curve

    文摘:基於三段矯直曲線應變速率的假設,通過計算三段矯直曲線的精確解,驗證了使用小變形條件的正確性;考慮高溫鑄坯蠕變性能,對鑄坯的力學行為進行了分析,得出了使用三段矯直曲線方法,鑄坯應變速率、應力及應變在矯直區內變化較為平緩,可有效避免鑄坯內裂紋的形成;使用本文三段矯直曲線精確解,調整輥列位置,可進行連鑄機的在線技術改造。
  19. The research indicate that the structured soft clay has below several characteristic, the viscous strain is produced during the stage of primary consolidation and of second consolidation, and in the prophase, the relation of stress - strain - strain rate is unique, so the form of constitutive model, such as, f ( v ', e ) = 0, f ( ' v, e, t ) = 0, ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects, in addition the time - dependent strain, apparent preconsolidation pressures that depend on strain rate, and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength, the mechanics characteristic is determined by the magnitude of stress, and the compression curve is composed of several sections. by combining structural yield stress and it ' s characteristics with the improved time line model, a new one - dimensional elastic visco - plastic consolidation model is established

    研究結果表明,結構性土的固結過程具有以下特性:主固結和次固結階段都包含有因土骨架的粘滯性移動而產生的變形,而且在正常固結階段,存在應力?應變?應變速率的唯一性, f ( _ v , e ) = 0 、 f ( _ v , e , t ) = 0形式的本構關系不足以描述土骨架的變形行為;固結壓縮過程中的時間效應包括三個方面的內容,除了應力應變關系與時間相關外,還包括粘滯性變形引起表觀前期固結壓力增加和屈服應力的應變速率效應;軟土的結構性使其力學特性與應力水平相關,壓縮曲線具有分段性。
  20. The developments of restraining stress, creep behavior and elastic modulus in concrete were measured under different restraint degrees by uniaxial restrained shrinkage tea, and the influence of restraint degree on evaluation of cracking sensitivity in early concrete was alto discussed

    採用了單軸約束試驗方法,分析了不同約束程度下混凝土約束應力、鬆弛性質和彈性模量的發展,並討論了約束程度對早期開裂敏感性評價的影響。
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