鋼的出屈服點 的英文怎麼說

中文拼音 [gāngdechūdiǎn]
鋼的出屈服點 英文
yield of steel
  • : 鋼名詞(鐵和碳的合金) steel
  • : 4次方是 The fourth power of 2 is direction
  • : 服量詞(用於中藥; 劑) dose
  • : Ⅰ名詞1 (液體的小滴) drop (of liquid) 2 (細小的痕跡) spot; dot; speck 3 (漢字的筆畫「、」)...
  1. Based on the analysis of mechanism for joint region, the " frame - wall " and " aslope compression stub column " mechanical models and yielding patterns of core zone of the joints are set up. the shear load - carrying formulation for joint core zone is also given in terms of plastic ultimate analysis. and then, the comparisons between the formulas given in this paper and that of chinese design code ( draft ) and nonlinear fem as well are presented

    對節核心區抗剪,通過受力機理分析,建立了「框架剪力墻」加混凝土「斜壓短受力體系及其機制,根據塑性極限分析,給了節核心區抗剪承載力計算迭加公式, 《規程》公式和非線性有限元近似模擬分析結果進行了比較。
  2. Based on the pseudo - static experimental results of nine abnormal joints, the damage process of abnormal joint is divided into four stages of original crack, entire crack, ultimate state and failure, the effect of axial force ratio, stirrup ratio and height of column section on seismic behavior of abnormal joint are discussed, the conclusion that anti - shear capacity of abnormal joint are studied in entire crack state by studying the minor core of abnormal joint is made, the calculating formula for anti - shear capacity of abnormal joint is proposed with a view to asymmetry in stirrup yield

    摘要根據9個筋混凝土框架異型節試件擬靜力試驗結果,指異型節受力過程分為初裂、通裂、極限和破壞4個階段;討論了軸壓比、節核芯配箍率、柱截面高度變化對異型節抗剪性能影響;提應考慮節核芯區箍筋不均勻性並在通裂狀態下以「小核芯」為分析單元來研究此類節抗剪承載力建議;最終給了異型節抗剪承載力計算公式。
  3. It is common considered that the more the half width is high, the more its hardness is based on the fact that the half high width of the shot peening affected layer in hard state decreases many scholars engaged in investigation of shot peening technology proposed that the shot peening affected layer is work softened

    許多從事噴丸研究學者從硬狀態材料噴丸影響層半高寬減小實驗事實提噴丸影響層發生了「加工軟化」,實驗選用超高強度為實驗材料,對其不同硬度實驗結果發現,噴丸使硬狀態表面半高寬大幅度減小,但使它們表面強度得到了提高。
  4. In the theoretical analysis, this paper used the limiting analysis method and the yielding system of the joint region given by the " technical code for concrete - filled square tubular structure " ( draft ). the mathematical formulas for determining joint shearing capacity and bending capacity were developed in this paper and also verified the analyzing result with experimental data

    在理論分析中,採用極限分析方法,利用《矩形管混凝土結構技術規程》 (徵求意見稿)中提供機制,運用虛功原理和平衡原理推導了節抗剪、抗彎承載力計算公式,並以試驗數據加以驗證。
分享友人