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push-out中文是什么意思

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  • 例句与用法
  • Determination of the bond behaviour between reinforcing bars and autoclaved aerated concrete by the ' push - out ' test
    采用'推挤'试验法测定增强棒材和热压充气混凝土胶合力
  • " determination of the bond behaviour between reinforcing bars and autoclaved aerated concrete by the " push - out " test . "
    "推出"试验法测定钢筋和高压蒸养加气混凝土间的胶合性能
  • According to the experimental results of the 20 push - out specimens , together with the mathematical analysis of the p - sl curves , three characteristic b
    计算结果表明,考虑型钢混凝土滑移和不考虑型钢混凝土两种情况的承载能力计算结
  • On the other hand , due to the difference of the loading form on eccentric loading column with push - out test and short - column test , the bond - slip performance ca n ' t be displayed in it
    同时,由于推出试验( push - outtest )和短柱试验( short - columntest )与偏压柱的受力状况有差别,并不能真正反映出构件中的粘结滑移性能。
  • In order to determine the relations between the four main bond - anchoring factors - concrete strength , concrete cover thickness , steel shape embedment length and the ratio of the transverse hoops - and the bond strength , and establish the bond - slip constitutive relations , 16 standard push - out test specimens were designed , and 4 comparison specimens were additionally designed to find the difference of the bond performance between the web , inside and outside of flanges the steel shape
    设计了16个型钢混凝土标准推出试件,以考察混凝土强度、型钢的混凝土保护层厚度、型钢埋置长度及横向配箍率四个主要锚固条件与粘结强度的相互关系和型钢混凝土粘结滑移本构关系;设计了4个对比试件,以考察型钢翼缘内侧、外侧和腹板与混凝土粘结性能的区别。
  • The numerical simulation of the push - out test specimens were conducted with the ansys program , the simulation results were in good agreement with the experimental results , based on which a series of src beam specimens experimented before were also numerically simulated with the ansys program and compared with the experimental results , from these a set of methods to simulate the src structures with the ansys program , which including the establishment of the fem model , solution of the fem model , solution results analysis and so on was finally established
    )程序对推出试验进行了数值模拟,并与试验结果进行了对比分析,然后对型钢混凝土梁进行了ansys ~ ( ? )程序有限元分析,最终形成了一套型钢混凝土构件ansys ~ ( ? )程序有限元分析的建模、计算和分析方法,并根据本文的粘结滑移基本性能研究提出了型钢混凝土粘结锚固可靠度分析方法和锚固设计建议。
  • For find the mechanism of bond - slip , the whole push - out experiment process had been fully observed . the first cracking time , the cracking development progress , and the final cracking patterns were carefully observed and depicted ; and the failure specimens after experiment were entirely broke open , from which the interior failure form and characters were also observed
    以三根钢筋混凝土简支梁作为算例进行了ansys .计算分析,对ansys .中钢筋混凝土有限元分析的从前处理到后处理的全过程进行了介绍、调试和验证,并对ansys .程序的分析结果作了评价分析。
  • Currently , the main methods used to measure the fiber / matrix interface properties of composite were based on micro - mechanics , including single - fiber composites fragmentation test ( sfc ) , micro - debonding technique , single - fiber pull - out test , and single - fiber push - out test , in which sfc was most widely used
    目前直接用来测定纤维增强复合材料界面力学性能的主要微观力学方法有单纤维复合材料断裂实验( sfc ) 、微脱粘方法、单纤维拔出法、单纤维顶出法,其中以单纤维复合材料断裂实验的应用最为广泛。
  • This paper analyzed the mechanism of bond between the steel shape and concrete in the src ( steel reinforced concrete ) structures . by a series of src push - out tests , both the bond strength and the relations between the bond stresses and slip , which was usually called bond - slip constitutive relations , were analyzed and studied to solve the problem on bond - anchoring design and the problem on numerical simulation of the bond - slip in fem ( finite element method ) analysis of src structures
    本文分析探讨了型钢混凝土中型钢与混凝土之间的粘结滑移机理,并通过型钢混凝土推出试验( push - outtest )研究了型钢混凝土粘结强度、粘结应力-滑移相互关系(粘结滑移本构关系) ,以解决型钢混凝土结构中的粘结锚固问题和有限元分析中的粘结滑移模拟问题。
  • The experimental study of twelve push - out specimens with different hole molds and different materials filled in holes and two composite steel - fdpcp ( full - depth precast concrete panels ) beams of a full shear connection and different hole mold , as well as a composite steel - fdpcp beams of a partial shear connection and square holes was conducted in this paper , the authors gain following results : three composite steel - fdpcp beams all have good composite action and perfect work behaviors as a whole and the composite steel - fdpcp beams is a new - style structure which should get further research and development
    摘要对12个不同预留孔形、孔内不同填充材料的推出试件及2根不同预留孔形的完全剪力连接与1根部分剪力连接的钢混凝土预制板组合梁进行了试验,结果表明,只要预留孔形设计合理,灌孔混凝土强度得当,钢混凝土预制板组合梁就具有良好的组合效应和整体工作性能,是一种有发展前途和广泛应用领域的新型组合结构。
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Last modified time:Sun, 17 Aug 2025 00:29:56 GMT

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