detailed stress analysis 中文意思是什麼
detailed stress analysis
解釋
詳細應力分析-
Third, on the base of expatiating on experimental research method and theoretical research method of joints, the paper points out two kinds of valid methods, which are used to analyze the tube joints stress of dendriform structure by making use of semi - analytical method and inelastic large deflection finite element analysis method, confirms to apply the evaporative pattern casting process as the facture method of dendriform structure cast joints, and detailed dissertates the casting theory, casting process, generation cause and prevention measure of casting flaws, heat treatment method and inspection standard about cast steel joints
然後在闡述樹狀結構節點實驗研究方法和理論研究方法的基礎上，提出了利用半解析法和彈塑性大撓度有限元法兩種有效分析樹狀結構管節點應力的方法，並給出兩種方法的詳細表達式及它們各自的優缺點。通過對鑄鋼件常見製作方法的介紹，確定了採用消失模法作為樹狀結構鑄鋼節點的製作方法，並詳細論述了用消失模法製作鑄鋼節點的鑄造原理、鑄造工藝、鑄造缺陷產生的原因及防治措施、鑄鋼節點的熱處理方法以及檢驗標準。 -
This paper is on the basis of analysedding and summarized that these projects were blown up and tested materials in the past, use fracture mechanics, the dynamics blast theory and finite element analytical method, have carried on the system, detailed analysis and describes to this kind of method of blasting, proving theoretically that can cut the base rock effectively in this kind of method of blasting, reduce base blowing up stress value inside the rock, play and protect underpart base rock blow up into the function influenced in vibration, and blew up mechanism and analysed the main influence factor blown up according to it, had put forward the rational optimization measure to the relevant parameter when implementedding and blown up
本文在分析總結以往這些工程爆破試驗資料的基礎上，運用斷裂力學、爆破動力學理論及有限元分析方法，對這種爆破方法進行了系統、詳細的分析及論述，從理論上證明此種爆破方法可以有效地切割基巖面，降低基巖內部的爆破應力值，起到保護下部基巖不受爆破振動影響的作用，並根據其爆破機理分析了爆破的主要影響因素，對實施爆破時的相關參數提出了合理的優化措施。 -
The model with integrated finite element method for whole bridge is relatively detailed, and can calculate stress and displacement of every member and part of whole bridge. so it is an effective method for detailed calculation and analysis of bridge structure behavior
全橋組合有限單元計算方法建立的模型比較詳細，能夠計算全橋各構件、各部位的應力與變形，是橋梁結構行為詳細計算分析的有效方法。 -
It only lays stress on collective teaching, but seldom pays attention to respective teaching, showing students how to study independently, or cultivating students " self - study ability. in view of this situation, this thesis, based on lots of practice and research work, is therefore a detailed analysis and study of the features in the academy of classical learning, that is, the harmonious relationship between teachers and students, respective teaching, temporary collective lecturing, established collective teaching, study and research, etc. through lots of analyses, this thesis draws the following conclusions
針對目前教學中存在著師生間缺乏良好的傳承關系，只注重集體教學、缺乏個別教學方式，缺乏對學生自學能力和方法的培養等弊端，本人通過研究，認為書院精神中的良好的師生關系、個別教學、講會會講制度和自學研修幾個特點特別值得我們的注意，本文將針對這幾點進行分析和學習。 -
Based on creep constitutive model of power function, numerical simulation and detailed algorithm applied to the analysis of general fem is presented for the stress and deformation analysis of shuibuya concrete faced rockfill dam
摘要採用高圍壓下的冪函數流變本構模型進行堆石體應力變形計算，推導該本構模型在三維有限元分析中的具體演算法和實現步驟，對水布埡面板堆石壩進行了考慮堆石流變性的應力應變分析。 -
3, carry out detailed numerical simulation and analysis for heat extraction of deep - seated hdr based on the tengcong prefecture, reach the major variety rule of rock mass stress, temperature, fracture width depending on the heat extraction. ( 1 ) in the hot dry rock geotherraal energy extraction system, transportation of energy and flow of water arise mainly through the fracture, the lower temperature water attain the high temperature from the injection well to production well through conduction convection and take away the thermal from wall rock
3 、認真地對騰沖高溫巖體地熱開發進行了數值模擬計算和分析，得出了地熱開發過程中巖體應力、溫度以及裂縫寬度隨地熱提取的變化規律等重要結論： （ 1 ）在高溫巖體地熱開發系統中，能量的運移、輸送與水的流動主要通過裂縫面發生，注入的低溫水在流到生產井的過程中，發生傳導、對流、吸收圍巖熱量，達到升溫的目的。 -
On the basis of detailed comparison and analysis, the paper proposed ways of using the k2 bogie and hdsa light - duty solid wheel, getting through the partition wall, canceling the longitudinal sill of the roof and decreasing the thickness of the board where the value of stress is low, using high intensity steel, increasing section dimensions of center sill and side sill, to improve the whole carrying capacity
本文在比較分析的基礎上，提出了裝轉k2轉向架，採用hdsa輕型碾鋼輪，打通隔墻，取消車頂縱向梁，在應力小的部位減薄壁厚的減重對策；採用高強度耐候鋼，加大中梁、側梁的截面尺寸等措施，提高車輛的承載能力。 -
In this paper, a discrete fem model of the whole trolley is established, and the detailed stress and deformation distribution of the whole trolley and its key components under different operational static loads are obtained by fem analysis calculation
應用大型通用有限元分析軟體對一種型號的模板臺車進行結構靜力計算分析，建立較完善的分析計算模型，計算出模板臺車在使用過程中、在不同工況下各部分的應力應變數值。 -
Moreover, the detailed calculation and contrastive analysis are carried out by using the software ansys. theoretical calculation and testing results show that adopting the connection construction with a hole on the web can alleviate the stress state greatly and transform the failure mode of the connection from brittle fracture to local buckling damage on beam, reduces the possibility of brittle fracture by welding and improve the ductility performance of connection to a great extent
結果表明，採用腹板開孔的節點形式，可以使梁的塑性鉸位置由梁根部向中部偏移，達到了有效控制塑性鉸位置的目的;同時，採用這種節點構造可以改變節點附近的梁截面應力分佈狀態，降低了節點脆性破壞的可能性，使節點的破壞模式從脆性破壞轉變為梁的局部屈曲破壞，很大程度上改善了結構的延性。
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