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reinforcement ratio中文是什么意思

  • 钢筋比
  • 含筋率
  • 配筋率

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  • 例句与用法
  • 2 . the effect of frp reinforcement ratio on the ultimate moment of frp reinforced concrete beam is studied , the conclusion is that the ultimate moment increases with the increase of the reinforcement ratio for frp reinforced concrete beam in a certain range of reinforcement ratio
    结果表明,对纤维增强塑料筋混凝土梁,在配筋率的一定范围内,配筋率越大,受压区面积越大,极限抗弯承载力越高。
  • The main achievements of this thesis are as follows : l . the effect of the frp reinforcement ratio on cracking moment is analyzed . the calculating method and corresponding calculating formulas of flexural cracking moment of frp reinforced concrete beam are put forward
    分析了纤维增强塑料筋配筋率对纤维增强塑料筋混凝土梁正截面开裂弯矩的影响,提出了纤维增强塑料筋混凝土梁正截面抗裂度的计算方法和相应的计算公式。
  • 3 ) a study is carried out to understand the changing rule of ultimate load and stiffness with the different reinforcement ratio of anti - punching shear bar . the increasing speed of the ultimate load is slower than that of the reinforcement ratio is indicated
    3 .对不同抗拔钢筋配筋率的钢筋混凝土承台-钢柱脚抗拔极限承载力和刚度变化规律进行了计算分析,发现了随着承台中抗拔钢筋配筋率的提高,其承载力提高的比例逐步减小的规律。
  • A majority of previous studies on the effect of longitudinal reinforcement ratio to shear behavior of reinforced concrete members were focusing on ultimate capacity , only a few were engaged in detailed recording of the overall development of cracking and investigation of final failure modes
    在纵筋率对梁受剪性能的影响方面,已有一些学者进行了试验研究。但这些研究较为偏重于纵筋率对承载力影响,而较少关注纵筋率对裂缝开展特征和最终破坏形态的影响。
  • In this paper , five restrained beams with web and different longitudinal reinforcement were tested under static point loads , with the shear - span ratio being kept around 1 . 5 . on this basis , the overall process of cracking development under shear and the effect of longitudinal reinforcement ratio on it was investigated
    本文通过集中荷载作用下五根剪跨比为1 . 5 、不同纵筋率的有腹筋约束梁的试验,深入研究了有腹筋约束梁的受剪破坏全过程及纵筋率对其的影响。
  • In static test , t - shaped and l - shaped specimens were respectively divided into four groups according to concrete strength grades , sectional height to thickness ratio , reinforcement ratio and ratio of axial compressive force to axial compressive ultimate capacity of section . how these factors affect the load - carrying and deformation of short - leg shear wall is known by analysis the result
    在拟静力试验中对t形和l形短肢剪力墙分别进行了四组试验,通过对试验结果的分析,揭示了混凝土等级、截面配筋率、轴压比和墙肢截面高厚比等因素对短肢剪力墙承载力和变形的影响。
  • Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models , interfacial stress at the end of plate is deduced . after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward , strength prediction formulas of compound beams under plate end debonding failure are established . in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode , several bond strengths and their relation are introduced
    对于板端剥离破坏,在总结现有承载力模型的基础上,利用已有试验数据对各承载力计算公式进行了分析比较,进一步采用分阶段分析法,推导了板端界面应力的计算公式,在此基础上,采用加固复合梁有效惯性矩的修正公式,建立了考虑名义配筋率和板端偏移比影响的板端剥离破坏梁承载力的计算公式;对于跨中受弯裂缝导致的粘结破坏,阐述了常见的几种粘结强度之间的区别和联系,并基于拉剪粘结强度,提出了跨中受弯裂缝导致粘结破坏的承载力计算公式,并利用现有试验结果确定了模型中的一些参数;最后,利用试验数据对本文建立的两种粘结破坏承载力计算公式进行了检验,结果基本吻合。
  • A program with c + + language was designed to calculate ultimate load of the reinforced concrete masonry shear wall structure . the reliability of the program was proved by comparing the program results with experimental results . ( 2 ) using the program , impact to the shear resistant of the ratio of grout for concrete and the ratio of height to section thickness and the horizontal reinforcement ratio was discussed
    ( 2 )利用本文编制的程序,讨论不同的高宽比、灌芯率和水平配筋率对配筋砌块砌体剪力墙抗剪承载力的影响,并验证了《砌体规范》 ( gb50003 - 2001 )规定允许高宽比和允许配筋率范围。
  • Based on the test of 3 concrete beams reinforced with surface adhering sand carbon fiber bar and 2 concrete beams reinforced with surface adhering sand glass fiber bar , the deflection , balanced reinforcement ratio , failure mode , and ultimate capacity were analyzed and corresponding formulas are recommended
    摘要以3根粘砂碳纤维聚合物筋混凝土梁和2根粘砂玻璃纤维聚合物筋的试验为依据,分析了纤维聚合物筋混凝土梁的挠度变形和破坏形式,以及界限配筋率和正截面承载力;并结合我国混凝土结构设计规范对梁的正截面承载力计算公式进行了推导。
  • Abstract : based on the systematic analysis of the shear behavior for r . c . beams , the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented . the prime variable is shear span ratio , span depth ratio , horizontal web reinforcement ratio and vertical web reinforcement ratio . according to the test results , the working behavior , the prime shear failure modes , the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r . c . beams are analysed . the uniform calculation method for shear capacity of deep beams , short beams and shallow beams for practical is presented
    文摘:在对国内外钢筋混凝土梁的受剪性能进行较系统分析的基础上,补充了11根钢筋混凝土简支短梁在顶部集中荷载和均布荷载作用下的试验,试验梁的主要变化参数为剪跨比、跨高比、水平腹筋率和垂直腹筋率.根据试验结果,对试验梁的工作性能、主要的剪切破坏形态、混凝土项的抗剪作用、抗剪腹筋(包括水平腹筋、垂直腹筋)的作用等进行了较为深入的分析,提出了可适用钢筋混凝土深梁、短梁和浅梁相互协调的受剪承载力的统一计算方法
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Last modified time:Mon, 18 Aug 2025 00:29:56 GMT

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