virtual stress 中文意思是什麼
virtual stress
解釋
虛應力-
The initial or frozen-in double refraction is replaced by an equivalent or virtual state of stress.
初雙折射或被凍結的雙折射，可用一個等效或有效應力狀態來代替。 -
Based upon virtual displacement method and the updated - lagrangian approach, stiffness matrices for two - dimensional elastic - plastic beam model in large displacement were proposed, in the derivation of which transverse stress was included because it was believed that part of the 2nd order effects of various stresses, which are in equilibrium with each other and with the external loads, will counteract each other and neglecting either part would possibly lead to incorrect results
利用虛位移原理和更新的拉格朗日方法，導出了大位移彈塑性梁單元剛度矩陣的顯式表達式，在剛度矩陣推導中引入了截面內非線性剪應力和橫向應力的影響，剛度矩陣通過了剛體檢驗。之所以要引入橫向應力的影響，是因為本文認為，保持平衡所需的所有應力，它們各自的二階效應會相互抵消，因此忽略其中的任何一項都可能導致不正確的結果。 -
Data processing software is designed for tbs - 2000 strain measuring system in the classical virtual instruments engineering workbench ; it is applied to process the data which are acquired in the way of dynamic stress analysis, statistic stress analysis and proper frequency analysis
利用虛擬儀器的典型開發平臺labview針對tbs ? 2000應變測試系統開發了數據處理軟體；利用該數據處理軟體對測試所得的數據進行了動、靜應力分析和固有頻率分析。 -
The method is then used to analysis the pulling stress of the film. 3 ) under the above nonlinear dynamics analysis, an optimized design has been firstly realized under virtual manufacturing environment
3 ）在非線性動力分析的基礎上，首次在虛擬製造的條件下，實現了高速攝影機抓片機構的優化設計。 -
The corresponding control equation is given. the control equation and boundary condition about the addiontional small deformation ' s effect caused by initial stress using virtual principal theory in cylindrical reference frame. generalized stress and strain and equivalent constitutive equation are given
第四章提出了描寫柱形薄殼中初應力的數值特徵，將應力的三維分佈轉化為二維分佈，給出相應的支配方程；在柱坐標系中，利用虛功方程建立了初應力對附加小變形影響的控制方程和邊界條件；給出了廣義應力、廣義應變及等效本構關系。 -
A new kind of theory and calculating method which is suitable to cable supported bridges was developed in this paper. cable element can include the structure ' s geometry nonlinearity and initial stress, virtual laminated element has high calculating efficiency and good precision. dimensions of lsctb was put forward based on conclusions of optimum analysis
推導了適合纜索承重橋梁的纜索單元；引入虛擬單元理論，提出適用於大跨纜索承重橋梁鋼箱梁的一種新方法?虛擬層合板單元法，該單元具有計算效率高，可以模擬復雜結構並滿足工程需要等諸多優越性。 -
Principle of virtual stress
虛應力原理 -
Seek the sound cable tension to aim at minimum of maximum stress by the method of fem analysis combined with optimization. during optimization, use virtual lamina beam element to analyze the structure. the result of optimization of the cable tension of wenhui bridge shows this method is easy, effective and applicable
用虛擬層合梁單元對結構進行計算，以梁和塔的最大應力最小為優化目標，採用有限元計算同優化分析相結合的方法來確定斜拉橋的合理成橋恆載索力，文暉大橋成橋恆載索力的優化結果表明該方法簡單、高效、適用。 -
The equations of virtual work are deduced to analyze stress - strain states under static and fatigue loading conditions
其次，對單向層合板及層合板接頭進行了大量的試驗研究。 -
In this paper we dissertate the common structure cross forms and excavating methods of highway double - arc tunnel home and abroad at the first part, and study common simulation methods of tunnel construction afterwards. based on the method of reversing and releasing the stress, and combined with the capacity of simulating continuous construction of ansys programme, we come up with the thought of using the method of applying virtual support force to release the stress step by step to realize the step - by - step release of initial stress during the tunnel construction simulation. with the help of design language of ansys, we develop a command to apply the virtual support force
探討了應用平面應變模型進行隧道施工過程模擬的常用方法，在「反轉應力釋放法」的基礎上，結合ansys軟體可以模擬連續施工的特點，提出利用「施加虛擬支撐力逐步釋放法」來實現隧道施工過程中地應力隨工序的逐步釋放的思路，並且利用ansys的apdl設計語言，開發出施加虛擬支撐力的命令，實現了施工過程中應力的逐步釋放，從而找到了一種模擬隧道施工過程的好方法。 -
As one kind of new organization operation pattern, the virtual organization lays stress on the core capability development and utilization, this kind of organization pattern would have powerful living capability in new circumstances and have the capability to race new challenge
作為一種新的組織運作模式，虛擬組織注重核心能力的開發與利用，這種組織結構能使組織通過優勢資源的整合而具有更強的生存能力和應對新機遇和新挑戰的能力。 -
Each virtual simple shear mechanism is simulated by boundary surface plasticity model in the virtual stress and strain space
其中最明顯的是位於與實際單剪方向一致的虛擬單剪機構。 -
Virtual stress amplitude - based lo
基於虛擬應力幅的低周疲勞可靠性分析 -
Virtual stress amplitude - based low cycle fatigue reliability analysis
基於虛擬應力幅的低周疲勞可靠性分析 -
In chapter two, the liner theory of elasticity solid ' s addiontional on initial - stress configuration is narrated, the initial stress is adopted as parameter described currently configuration, corresponding virtual principal and variation method are given, and the energy theory of balanceable stable critical condition is put forward according to the ideology of addiontional deformation on initial stress configuration
第二章從初應力位形上彈性固體附加變形的二次理論入手，引出了初應力位形上附加小變形的場論；採用初應力作為描寫當前位形的參數，提出相應的虛功方程和位移變分原理；從初應力位形上附加變形的思想，提出平衡穩定臨界條件的能量原理。 -
The stress result of assembly process and loading process was exchanged with the ansys special function on external data file. and the stress of leaf spring under virtual condition was calculated by the operation of array vectors of model results, which were generated from the external data file
通過外部文件完成裝配階段向加載階段跨模型的應力結果數據的傳遞，然後在加載階段模型中進行兩階段模型應力數據的合成運算，得到鋼板彈簧實際工況下的完整應力循環。 -
On the basis of that, the paper places stress on disserting the mode of the pan - boundary - network organizational structure of integrative management, including the modes of virtual enterprises which are based on the core competence integration on the value chain, the functions separation and alliance among the rivals, and the mode of virtual group. and combining with our country ' s practical condition, dissert the practical significance and the problems of management of these modes of organization deeply, so as to be able to rich and develop the organizational theory in management
在此基礎上，論文重點探討了泛邊界網路化的集成管理組織結構模式，包括基於價值鏈上核心能力集成的虛擬企業模式、基於企業功能剝離型的虛擬企業模式、基於競爭對手間聯盟的虛擬企業模式以及虛擬團隊，並結合我國實際，對這些組織模式的實際意義和管理問題進行了深入地探討，以期豐富和發展管理中的組織理論。
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