塑性圖 的英文怎麼說
中文拼音 [sùxìngtú]
塑性圖
英文
diagram of forgeability behaviour-
Tide is the primary dynamic factor in building tidal flat ; it must be affect tidal creek system on mud flat. therefore, based on the raster image of the year of 2000, the thesis has built correlation equations between average tidal ranges and the density of tidal creeks, the ratio of the width of outlet to the length of low tidal shore, the ratio of the area of tidal creek to tidal basin respectively. the result shows that the former is high well - marked correlation ; the two latter are well - marked correlation
潮汐是塑造潮灘的主要動力因素,它必然與淤泥質潮灘上潮溝系統的發育有密切的關系,為此,本文以2000年的衛片作底圖,對潮溝系的密度、溝口寬度占低潮線長度的比值以及潮溝面積與潮盆面積的比值,分別與平均潮差建立了相關關系,結果發現,潮溝系的密度與平均潮差之間存在著高度顯著的相關性,溝口寬度占低潮線長度的比值和潮溝面積與潮盆面積的比值與平均潮差之間存在著顯著的相關性。As one kind of essential ideology, the ideology of imperial power has two purposes, firstly, to shape the conception about emperor as a belief of people and a universal value, secondly, to build up a directive corresponding relation between the emperor and the demo, and to turn the emperor into the single prolocutor and protector
作為本質化的意識形態,皇權意識形態的意圖有二:第一,把皇帝觀念塑造為一種全民信仰和普世價值;第二,在皇帝與民眾之間建立起一種直接性的對應關系,使皇帝成為民眾利益的唯一合法代言人和保護者。It is an inelastic analysis during the linear monotony loads. it can show the actual yield mechanism and the appearance sequence of the hinge, find out the weakness of the structure and gain the pushover figure ( floor - shear diagram and element - shear diagram )
進而揭示出在罕遇地震作用下結構實際的屈服機制,各塑性鉸的出現順序,找出結構的薄弱環節,確認結構設計中「強柱弱梁」的設計原則,得出push - over圖形(層剪力圖形及構件剪力圖形) 。In contrast, application - specific integrated circuits ( asics ), optimized for a given task, such as the computing required in graphics or sound cards, are very fast but lack adaptability
相對而言,執行特定應用的積體電路,會針對給定的工作予以最佳化,例如繪圖或是音效卡所需要的計算,所以速度很快,但卻缺乏可塑性。It will improve analysis efficiency and experimental precision greatly if putting the photoelastic images gotten from experiment into computer, obtaining the isochromatic and isoclinic data automatically and writing it into database directly. but because of the limitation of time and the difficulty of drawing pure isoclinics from images, the paper has only shown the achievements presently and simulated a disk under diametral compression as foundation on further research
把實驗中拍攝到的光彈性圖像輸入到計算機中,利用自動處理系統獲得等色線和等傾線等原始數據並將其直接輸入數據庫中,再依據本文提供的原理和方法求解結構的彈塑性應力值,可以大大的提高分析效率和實驗精度。Simulation results give intuitive pictures of the armature expansion process, along with its temperature rise
模擬結果得到了電樞膨脹過程的直觀圖象,以及塑性功導致的電樞溫度升高。The collapsing scope of bank accumulation body of zipingpu reservoir in national highway 213 which caused by the sharply falling of water level of zipingpu reservoir is estimated according to the fem plastic zone graph
根據有限元法得出的塑性區圖,對紫坪鋪水庫蓄水后水位驟降可能引起213國道紫坪鋪庫區庫岸堆積體的坡角坍塌范圍進行了估計。Obtained pre - tight and in the work process pressure distribution, the frictional stress, the elastoplasticity distortion and the stress distributed cloud chart and so on, and has carried on the thorough comparison and the analysis to the result
得到了施加預緊和工作過程中的壓力情況,摩擦應力,彈塑性變形和應力分佈雲圖等,並對結果進行了深入的比較和分析。Author thinks that the direction of the maximum plastic distortion along a constant radius around the crack tip may be considered as the direction of shear - mode fracture ( named pmax - criterion ) and the load when located shear band prongs the ligament in the front of crack tip is regarded as the limited load of shear - mode fracture. ( 3 ) the fad ( fracture assessment diagram ) of titled crack is proposed based on achievements of mesomechanics about i - ii complex ductile fracture of metal, and the titled crack is classified two kinds : void - mode fracture is assessed by fracture assessment curve, and shear - mode fracture by limited load. ( 4 ) using a fe program based on plantle - ressue theory to calculate some mesomechanical parameters, a flange joint structure of a high pressure vessel ( design pressure 31. 4mpa and the thickness of the hemispherical head is half of that of shell. ) is analyzed to determine whether the structure under operation pressure is safe or not, forecast the mode of potential invalidation and argue for the rationality of design of the structure
試件的整體斷裂為剪切型,但在試件芯部裂尖鈍化區中部出現了韌窩型啟裂並有一定的擴展,說明局部較高的應力三軸度也會使韌窩型機制得以發展,但是不改變試件整體的剪切型斷裂模式;對韌性斷裂的剪切模式的細觀機理做了一定的探討,並且提出了含裂紋構件剪切型斷裂的宏觀判據:認為裂紋前方的集中剪切帶中與裂紋尖端等半徑處最大有效塑性應變出現的方向可以作為裂紋剪切斷裂的方向(可簡稱為_ ( pmax )準則) ,集中剪切滑移帶貫穿裂紋前方承載韌帶時的載荷可以作為極限載荷;本文運用金屬韌性斷裂細觀力學在一復合型韌性斷裂方面的研究成果,採用失效評定圖的形式,提出了傾斜裂紋的安全性評定方法的基本框架。Then at the elastic - plastic state taking advantage of the brace and eccentric distant, we can control the inelastic deformation of the braced frame. the reinforced concrete frames with eccentric brace conform with the earthquake - resistant principle and its seismic properties have improved remarkably. during the lowly circular and repeated loading, the load - bearing, deformation, and ductility of the eccentrically braced reinforced concerete frames were measured
偏心支撐鋼筋砼框架的設計意圖是當結構在抵抗外力作用時,在彈性階段結構有較高的抗側剛度,而當結構進入彈塑性階段時,利用支撐和耗能段梁的變形使結構的非彈性變形可控,體現了抗震結構「先剛后柔」的原則,使鋼筋砼框架的抗震性能得到有效地改善。Lastly, two axially loaded bored piles in some building site near xichang city was calculated with the method and some useful data and curves including load - settlement curves and distribution of friction resistance etc. are presented. the accordance between the results of calculation and in - situ test verifies the validity of the method developed in the paper
通過計算,得到相應的荷載?沉降曲線、軸力圖、樁側阻力圖、塑性區、土的豎向位移等值線、樁的滑移過程等結果,並與現場試驗結果吻合較好,說明用本文方法計算分析樁基的工作特性是可行和有效的。Sm can be applied to anisotropic materials. sm reconciles empirical and elastoplastic models and our experimental knowledge of soil behavior and is easier and more practical
它試圖與各種經驗模型、彈塑性模型和土料的試驗結果協調起來,從理論上理解更為容易,操作更為方便。Tabular layouts of article characteristics for plain and squared off moulding parts
平面及當量方塊模塑件產品特性圖表At the same time the new method ascertaining the location of the critical sliding surface of slope is presented in this paper according to the plastic zone graph at the time of land slide body sliding
在用有限元強度折減法求解邊坡穩定安全系數的同時,文中提出了一種利用滑坡體破壞時刻的塑性區圖確定邊坡臨界滑動面的方法。The calculating formula of yield surface for special - shaped column and the correspondent program are given in this paper. thereafter, the position and order about the beam column plastic hinge are drawn ; it is considered that the r. c. frame structure with special - shaped column reveals the typical characteristic of " strong column and weak beam "
推導了異形柱屈服面計算公式;選取了24條地震波,以場地類別作為劃分依據,編制了相應的程序,計算並繪制了樑柱塑性鉸出鉸位置和順序圖,認為鋼筋混凝土異形柱框架結構表現出典型的「強柱弱梁」特性。The final configuration is identical to that in (a), and the total plastic strain is six atomic spacings.
最後的排列雖與圖a一樣,但總的塑性應變量是6個原子距。Failure modes of two staggered truss steel framing buildings, the results indicate the plastic hinges mainly formed in truss members, especially concentrated to the vierendeel panel. it means the vierendeel panel in the center of the truss can provide significant ductility in the structural response and the failure mode is suitable for our performance services
指出分析所得的塑性鉸分布圖中,塑性鉸大量分佈在桁架腹桿和中間空腹節間弦桿處,而柱中塑性鉸發展則很少,這樣的破壞模式符合次要構件破壞,而主要受力構件基本不破壞的抗震設計思想。Then a dynamic visualization software - - afterdraw, which aims at 2d elastic - plastic fem, is programmed. afterdraw is capable of drawing the deformation figures of material, the regions of plasticity and the regions of tension distributing figures, primary stress vector figures and primary strain vector figures. besides, atterdraw could realistically dynamically simulate the deformation of the whole process of construction
在此基礎上,研究了針對二維彈塑性有限元的動態可視化后處理軟體afterdraw , afterdraw能夠繪制基坑工程各步施工的結構變形圖、塑性區和受拉破壞區分布圖、主應力矢量圖和位移矢量圖, afterdraw還能夠逼真地動念模擬基坑工程整個施工過程變形情況。Forgeability of the aluminium alloy matrix gradientcomposites reinforced with sic particles and diagram of forgeability of the materials
顆粒增強鋁合金基梯度復合材料鍛造性能及其塑性圖In this dissertation, area geology background, engineering geology condition and mechanism of deformation - destruction of the landslide are adequately analyzed, and finite element method is applied to analyzing the landslide stability in the study area, then changes of stress field, displacement field, plasticity destruction zone and stability coefficient contour are discussed
論文充分分析了巫山縣四道溝滑坡的區域地質背景、工程地質狀況,系統分析了滑坡的變形破壞機理,採用有限元法進行了滑坡穩定性分析,討論了在各種工程情況下的應力場、位移場、塑性破壞區以及穩定性系數等值線圖的變化情況。分享友人