paper thin wall 中文意思是什麼
paper thin wall
解釋
紙樣壁-
In the paper, the finite element simulation software dynafrom is applied to analyze the affect of different blank holder during the forming process of laminose stepped tubular part, predict the possible defects such as wrinkle and break, obtain the rational style of blank holder avoiding the occur of defects and determine the rational configuration of die. the forming affect of thin - wall shallow stepped tubular part is analyzed when using different lubricate condition ( friction coefficient ). by this method, the relationship between friction coefficient and drawing depth of laminose stepped tubular part is obtained
本文利用有限元模擬軟體dynafrom分析了不同類型的壓邊圈對薄壁階梯筒形件成形過程的影響規律，預測了採用不同類型壓邊圈時可能出現的成形缺陷如起皺和拉裂，獲得了防止缺陷產生的合理壓邊圈形式，確定了合理的模具結構形式；分析了不同的潤滑條件（摩擦系數）對薄板階梯筒形件成形的影響，獲得摩擦系數與薄板階梯筒形件的拉深深度的關系；分析了階梯筒形件成形過程中的不同階段的應力應變分佈、毛坯材料厚度變化情況，並獲得了階梯階梯筒形件能一次拉深成形的條件。 -
Abstract : this paper makes an approached to the hole - repairing question of electromechanic equipments repairing works usually meeting, and according to the experience of the practice, to makes an important approach to the technology of assembling thin - wall coating in the inner hole
文摘:針對日常機電設備檢修工作中經常遇到的內孔修復問題，進行了探討，並根據實踐經驗，對簿壁內孔鑲套的工藝進行了重點論述。 -
Based on structure calculation of the pool wall, the top - cover of thin brick shell, pull beam and base plate of underground round - arch single - well - head thin brick shell, the paper proves that such a structure can bear load well and safely
摘要通過對地下圓拱式單井口磚薄殼的池壁、磚薄殼頂蓋及拉梁和底板進行受力分析和結構計算，闡明了該種結構是一種受力合理、安全可靠的結構。 -
Several classical methods of interface element, soil behaviors and structure characters are presented in this paper. the author made great effort on the modeling of the interface element and the underground structure element, while considering the soil obey the mohr - columnb yielding principle, modified the existing beam element for solid rectangle pile and applies this element into thin - wall hollow pile, proposes a kind of board element. some examples are presented in the paper to test these new concepts and corresponding formulas
本文在總結已有的結構與土相互作用問題中的接觸面單元形式、土的本構關系以及結構的數值模擬方法的基礎上，對滿足摩爾庫侖屈服條件的土體材料用常規的薄層單元模擬進行了更加深入的驗證，在已有實心矩形截面樁與土相互作用描述模式的基礎上推導了薄壁筒樁用梁模擬時與土相互作用分析模式，和考慮與土相互作用時用板單元模擬地下連續墻的分析方法。 -
So the deterministic analysis method for seismic response of thin - wall hollow pier is discussed in this paper, find the character of the structure ' s linear and nonlinear response when earthquake takes place, the purpose is to provide a reference to engineer design dept to finish their special program of analyzing pier ' s seismic response, some advice have been given for pier ' s design
有鑒於此，本文對薄壁空心墩地震反應的確定性分析方法進行了一些探討，研究了薄壁空心高墩在地震作用下線性和非線性反應的一些特性，其目的是為工程設計部門應用時程分析法編制專用的環形薄壁空心墩抗震分析軟體提供一個參考，同時對薄壁空心墩的抗震設計提出一些建議。 -
Based on some a torpedo composite shell under hydrostatic pressure, the engineering design and experiment research for the stability of composite torpedo stiffened shells are carried out under high hydrostatic pressure in the paper. and the manufacture technology of special shaped stiffened thin wall shell is investigated systemically in practice and theory
本文以某型水雷復合材料耐外壓殼體的研製為背景，對內置加筋異形結構殼體的外壓穩定性進行了理論分析與實驗研究，並對其成型製造技術進行了系統的實驗研究。 -
Taking the long span continuous rigid - frame structure of the south bank approach spans of wuhan tianxingzhou changjiang river bridge as the research object, and using the large scale finite element analysis program ansys and two ways of modeling with solid element and spatial beam element, this paper respectively analyzes the dynamic characteristics of the rigid - frame structure of the approach spans, makes a study of the influences of rigidity changes and bearings failure of the thin - wall piers on the dynamic characteristics of the structure of the approach spans and also compares the results of numerical analysis of the two kinds of modeling
摘要以武漢天興洲長江大橋南岸引橋大跨度連續剛構為研究對象，運用大型有限元分析程序ansys ，採用實體模型與空間梁單元兩種建模方式，分別分析了其動力特性，探討了薄壁墩的剛度變化與支座失效對其動力性能的影響，並對兩種模型的數值分析結果進行了比較。 -
In this paper, we reviewed the history of the studies about the mechanical properties on arterial walls, and introduced the experimental studies about the arterial walls, which included the structure of the arterial wall, experimental model, theoretical models of thin and thick wall cylinders, method of stress and strain analysis and the difference between dynamic and static experiments, and discussed the fields of tissue engineering, remodeling of the artery and the relation between stress and growth
本文首先對動脈壁力學性質研究的歷史做了回顧，其中著重介紹了動脈壁力學性質的實驗研究。包括動脈壁的結構、實驗模型的研究、薄壁筒和厚壁筒理論模型的研究、應力和應變分析方法以及動態和靜態實驗的區別，並對當前研究的熱點問題，如組織工程、動脈重建和應力與生長的關系作了探討。 -
Through numerical analysis of the double thin - wall flexible piers continuous rigid - frame bridge, the paper discusses the design influence of the double thin - wall flexible piers. based on the nonlinear programming, the paper thinks about elastic displacement of groundwork, from force analysis of the double thin - wall flexible piers continuous rigid - frame bridge, to draw to the method of parameter optimal design method
通過對雙薄壁墩連續剛構橋的數值分析，探討了雙薄壁墩設計的影響因素，著重從雙薄壁橋墩連續剛構橋的受力分析出發，以非線性規劃為基礎，提出了考慮基礎彈性變形的優化設計方法。 -
This paper analyzes and designs the big - space rc thin shear wall residential structure, ! ! includes designs and analysis for shear walls by method of material mechanics and related software, columns, it is designed and analyzed for beams and slabs by theory of elastic and method of moment index, but it is principal for beams and slabs to compute deformation and crack. at last it is compared with three structrual types, although the cast of new structrual types is higher than marnoey structre. it has some merits. lt gives the theory base for design of resident
本文對大開間鋼筋砼薄壁剪力墻節能住宅結構進行了相應的結構分析設計；對豎向承重結構構件剪力墻、柱採用了材料力學分析方法及相應的軟體進行了內力分析及設計；對水平承重結構構件梁、板進行了內力分析及設計，主要進行了變形、裂縫的計算；對節能墻體進行設計；最後對三種住宅結構形式進行了建築經濟比較分析，雖然新型住宅結構高於磚混結構住宅，但新型住宅結構具有一些優點。 -
The test on horizontal bearing capacity of thin - wall hollow pile is analyzed in the paper, which has been carried by shanghai investigation and design institute. the calculation results conform to the testing results. so, the analysis methods presented in the paper are validated by the results from field test
文中對上海勘測設計院進行的薄壁筒樁水平承載能力試驗進行了相應的計算分析，所得結果規律與試驗結果較為吻合，使得本文提出的分析方法得到了現場試驗的驗證。 -
The following task has been finished : ( 1 ) analysis the pier ' s seismic force theory and dynamics method. ( 2 ) resarch the computational model and method of the thin - wall hollow pier when it is predigested plane bar structure ; ( 3 ) the paper complete the program to compute the pier ' s seismic response, which can analyze pier ' s linear and nonlinear response, also its correctness has been validated. ( 4 ) use the program to compute some samples, some problems and their relevant resolvent have been offered
本文完成了以下幾項工作： （ 1 ）分析了橋墩抗震計算的地震力理論和橋墩結構抗震動力學方法； （ 2 ）研究了將橋墩簡化為平面桿系結構時結構在地震作用下的計算模型和計算方法； （ 3 ）編制了薄壁空心墩地震反應分析程序，可以對橋墩線性和非線性反應作出分析，並驗證其正確性； （ 4 ）通過改變設計參數進行對比計算，提出了一些在橋墩抗震設計中應該注意的問題以及相應的解決方法。 -
On the basis of data collection and analyse, the paper draws lessons from the built bridge and the newest research achievement, and studies the optimal design theory and method of the continuous rigid - frame bridge with double thin - wall flexible piers which especially adapts to landform and transportation development condition in the western regions
在資料的收集和分析基礎上，借鑒已建成的實橋資料和最新的研究結果，對適合我國西部地形地貌及交通建設條件的雙薄壁墩連續剛構橋的優化設計理論與方法進行了研究。 -
In this paper, thin wall tube initial yield under the pressure of hydraulic pressure, axial pressure, is discussed, the calculate formulae of initial deformation force is derived and experimental verification has been finished
摘要本文就有限長薄壁管在內壓、軸力作用下初始屈服問題進行了研究，推導出了初始力計算公式，並進行了實驗驗證。
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