鋼的出屈服點 的英文怎麼說
中文拼音 [gāngdechūqūbìdiǎn]
鋼的出屈服點
英文
yield of steel-
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
對節點核心區的抗剪,通過受力機理的分析,建立了鋼「框架剪力墻」加混凝土「斜壓短受力體系及其屈服機制,根據塑性極限分析,給出了節點核心區抗剪承載力計算的迭加公式, 《規程》公式和非線性有限元近似模擬分析結果進行了比較。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個鋼筋混凝土框架異型節點試件的擬靜力試驗結果,指出異型節點受力過程分為初裂、通裂、極限和破壞4個階段;討論了軸壓比、節點核芯配箍率、柱截面高度變化對異型節點抗剪性能的影響;提出應考慮節點核芯區箍筋屈服的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點抗剪承載力的建議;最終給出了異型節點抗剪承載力的計算公式。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
許多從事噴丸研究的學者從硬狀態材料噴丸影響層半高寬減小的實驗事實提出噴丸影響層發生了「加工軟化」的觀點,實驗選用超高強度鋼為實驗材料,對其不同硬度的實驗結果發現,噴丸使硬狀態表面的半高寬大幅度減小,但使它們的表面屈服強度得到了提高。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《矩形鋼管混凝土結構技術規程》 (徵求意見稿)中提供的節點域屈服機制,運用虛功原理和平衡原理推導出了節點域的抗剪、抗彎承載力計算公式,並以試驗數據加以驗證。分享友人