橫斷面變形 的英文怎麼說

中文拼音 [héngduànmiànbiànxíng]
橫斷面變形 英文
cross-sectional deformation
  • : 橫形容詞1. (蠻橫; 兇暴) harsh and unreasonable; perverse 2. (不吉利的; 意外的) unexpected
  • : Ⅰ動詞1 (分成段) break; snap 2 (斷絕;隔斷) break off; cut off; stop 3 (戒除) give up; abstai...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • 斷面 : section; fracture surface; plane of fracture
  1. The cyclo - hoop effect which steel tubular has exert to the concrete shows the character of heterogeneous in the arch rib section, the same to the axial direction. the paper verifies the change of the material poisson ration and the concrete grade will make the cyclo - hoop effect obvious alteration, the change of the cyclo - hoop effect and the stress redistribution of the section produced by the shrinking and creeping of the concrete and the expensive concrete on the section

    在鋼管混凝土拱肋上,鋼管對內填混凝土的環箍效應具有非均勻性,在拱軸方向上環箍效應也呈現非均勻性。驗證了材料的系數、混凝土標號等參數的化將引起環箍效應的明顯改;混凝土的收縮、徐和膨脹混凝土的應用導致鋼管混凝土的環箍效應發生化並使截的應力發生重分佈;並總結了其化的基本規律。
  2. The forces that developed from the deformation in the cross-frame were primarily transmitted from the connection plate into the web by the upper pair of intermittent fillet welds.

    向框架中的所發生的力最初由連接板通過較上的一對間貼角縫傳入腹板中。
  3. The comparison between the experimental data with numerical simulation show that the model have a higher precision in the lateral scouring and sedimentation deformation, time interval quantity of deposition, and output sediment concentration process during sand peak at various cross section and is applied fairly good to practical engineering

    青銅峽水庫的實測資料對模型驗證結果表明:模型在水庫不同向沖淤、時段淤積量、沙峰期出庫含沙量過程都具有較高的精度,能較好地運用於工程實際。
  4. In the situation that criss - cross electric wire netting, huge quantity of the electric equipment and electric wire netting information, urban road and building change constantly and so on, it is found that there exists close relations between various kinds of electric wire netting information and space geographical environment in practice. besides, the traditional electric figure system is hard to satisfy construction and operation of electric wire netting both safely and economically. so we utilize gis technical to manage and deal with the information, which could make dispatcher ' s department watch changes of information ocularly in real time

    對縱交錯的電網,數量龐大的電力設備,時刻化的電網信息、不遷的城市道路和建築等,從實際情況看,電網的各種信息與空間地理環境有密切的關系,而傳統的電力圖系統已經很難滿足電網的建設和安全經濟運行的要求,因此只能依賴于gis技術管理和處理這些信息,才能使調度部門實時、直觀地了解信息的化,做到有效、科學地管理電網。
  5. In order to research product properties of the cross wedge rolling ( cwr ), a series of rolling experiments have been carried out on two - roller cwr under the condition of considering the variation of the original diameter, deformation temperature, area reduction and heat treatment methods and so on

    摘要為了研究楔軋條件下工件的性能,在考慮原始棒料直徑、溫度、收縮率以及工件軋后熱處理狀態等的基礎上,利用二輥楔軋機進行了系列楔軋軋制實驗。
  6. Second, change the diaphragm ’ s space between, retain the other thing, analyze the influence of the stress and deformation of box ? girder cross section and the beam web. based on the analysis upwards, the writer studied the rule of the influence of the stress and deformation box ? girder cross section and the beam web with different diaphragm ’ s space between. according to the results of finite element analysis, the writer puts forward some suggestions which will provide some reference for the following design

    本文利用ansys有限元分析程序,對指定,不同曲率的曲箱梁,建立完備的有限元模型,分別對二個方的問題進行了分析:其一,通過對箱梁在有無跨中隔板時截頂板及腹板的和應力分佈的對比分析,闡述了設置跨中隔板的重要性;其二,在相同工況下,通過改隔板的設置間距,分析對箱梁翼緣及腹板的受力影響。
  7. The main contents are as follows : firstly, the structure and characteristics of aqueduct - stayed are summarized, based on which the structure analysis is presented ; planar structural models are established to simplify the analysis of internal force and displacement of aqueduct - stayed based on moment - distribution theory, the formula to calculate the force of cross section of aqueduct - stayed is derived. the finite element method for framed structures is used to analyze the aqueduct body. and corresponding computer programs are developed

    為便於計算,在計算斜拉渡槽的內力及時,將空間結構簡化為平結構,分別對槽身及槽身縱向結陶進行計算:以力矩分配法為基礎推導了槽身內力的計算公式;運用直接剛度法,編制了桿系有限元程序進行槽身縱向結構計算,並簡單介紹與斜拉渡槽相關的剛度法知識以及程序的流程圖。
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