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reinforced concrete deep beams
相关语句
  钢筋混凝土深梁
     Design Method for the Reinforced Concrete Deep Beams
     钢筋混凝土深梁的设计方法
短句来源
     Non-Linear Finite Element Analysis for Reinforced Concrete Deep Beams
     钢筋混凝土深梁非线性有限元分析
短句来源
     Analysis and Design Suggestion for Shear Capacity of Reinforced Concrete Deep Beams,Short Beams and Shallow Beams
     钢筋混凝土深梁、短梁和浅梁的受剪承载力分析及设计建议
短句来源
     EXPERIMENTAL RESEARCH AND RELIABILITY ANALYSIS OF LOCAL COMPRESSION IN REINFORCED CONCRETE DEEP BEAMS
     钢筋混凝土深梁局部承压的试验研究及可靠度分析
短句来源
     Experimental Research of End Anchorage of Longitudinal Barsin Reinforced Concrete Deep Beams
     钢筋混凝土深梁纵筋锚固的试验研究
短句来源
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  “reinforced concrete deep beams”译为未确定词的双语例句
     Plastic Analysis of the Shear Capacity of Steel Fiber Reinforced Concrete Deep Beams
     钢筋钢纤维混凝土深梁受剪承载力塑性分析
短句来源
     Nonlinear Stress Analysis of Reinforced Concrete Deep Beams
     钢筋砼简支深梁非线性应力分析
短句来源
     Based on the experimental results of 490 specimens of reinforced concrete deep beams and the numerical analysis by finite element method, it has been proved that the behavior of deep beams is different from that of the ordinary beams.
     根据490个构件的试验结果和有限元分析计算,证实深梁的工作性能与一般梁不同,正截面应变不符合平截面假定,且在斜裂缝出现后的受力模型为拉杆拱。
短句来源
     The calculating method of shear capacity steel fiber reinforced concrete deep beams
     钢筋钢纤维混凝土深梁受剪承载力的试验研究
短句来源
     SHEAR STRENGTH ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS BASED ON PLASTIC THEORY:PART I
     基于塑性理论的钢筋砼简支深梁的抗剪强度研究(一)
短句来源
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  相似匹配句对
     The Corrosion of Reinforced Concrete and Its Prevention
     钢筋混凝土的腐蚀与防护
短句来源
     The Analyses of the Reinforced Concrete of Durability
     钢筋砼结构的耐久性分析
短句来源
     concrete;
     混凝土;
短句来源
     Transport of Precast Reinforced Concrete Beams
     预制钢筋混凝土梁的运输
短句来源
     On the Shear Strength of Reinforced Concrete T-Beams
     关于钢筋混凝土T形截面梁的抗剪强度
短句来源
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  reinforced concrete deep beams
The capacity of reinforced concrete deep beams is governed mainly by shear strength owing to their geometric proportions.
      
This paper reviews the application of the plasticity theory to reinforced concrete deep beams.
      
Table 3 shows the reserve strength of fibre reinforced concrete deep beams.
      
Narrow reinforced concrete deep beams can reasonably be assumed to be in a state of plane stress.
      
In the following, the advances in the mechanism and strut-and-tie analyses for reinforced concrete deep beams are reported and discussed.
      
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The authors have made experiments on cracking strength and crosssection strength of reinforced concrete deep beams and have studied some domestic and foreign references in this field.On the basis of their research work, they have determined the plastic depth of the tensile zone of stress diagram by using the nonlinear analysis of finite element method, and presented a simple formula for the plastic coefficient of cracking strength and the minimum reinforcement ratio of deep beams with various...

The authors have made experiments on cracking strength and crosssection strength of reinforced concrete deep beams and have studied some domestic and foreign references in this field.On the basis of their research work, they have determined the plastic depth of the tensile zone of stress diagram by using the nonlinear analysis of finite element method, and presented a simple formula for the plastic coefficient of cracking strength and the minimum reinforcement ratio of deep beams with various span to depth ratio. These results provide a reference for the revision of the eode on design of reinforced concrete structures.

作者对钢筋混凝土简支深梁的正截面强度和抗裂度进行了大量的试验,同时又收集了国内外有关这方面的资料进行分析研究,并利用有限元法非线性的计算结果,确定应力图形中受拉区的塑性高度,提出了不同跨高比的深梁的抗裂度塑性系数的计算公式和最小配筋牢,供有关钢筋混凝土结构设计规范修订时作参考。

Based on the experimental results of 490 specimens of reinforced concrete deep beams and the numerical analysis by finite element method, it has been proved that the behavior of deep beams is different from that of the ordinary beams. Normal strain distribution at a cross section of a deep beam deviates from that of the hypothesis of Bernoulli and Navier. After the occurrence of diagonal cracks the deep beam works like a tied arch.The failure modes are of flexure,...

Based on the experimental results of 490 specimens of reinforced concrete deep beams and the numerical analysis by finite element method, it has been proved that the behavior of deep beams is different from that of the ordinary beams. Normal strain distribution at a cross section of a deep beam deviates from that of the hypothesis of Bernoulli and Navier. After the occurrence of diagonal cracks the deep beam works like a tied arch.The failure modes are of flexure, shear or flexure-shear types, yet local failure due to compression or anchorage in deep beams is more serious than that of the ordinary beams. Based on the experimental data and the analysis of relevant parameters some formulae are proposed which include the regression equations and design formulae for flexure strength. shear strength and cracking, the minimum cross section and the critical reinforcing of flexure-shear strength.These empirical formulae agree well with the test results so that the simplified design formulae are feasible. Furthermore, suggestions for calculation of the local strength in compression, the minimum percentage of reinforement, the anchorage length and structure requirements are also presented in the paper.

根据490个构件的试验结果和有限元分析计算,证实深梁的工作性能与一般梁不同,正截面应变不符合平截面假定,且在斜裂缝出现后的受力模型为拉杆拱。深梁的破坏形态为弯曲,剪切或弯剪破坏,但局压或锚固破坏较一般梁严重。以试验数据为基础,分析了有关参数的作用,提出了正截面强度、斜截面强度和抗裂度的回归公式与设计式,截面限制条件以及弯剪界限配筋率计算公式。这些经验公式与试验结果符合良好,设计式简便可行。此外,还对局压计算、最小配筋率、锚固长度及构造要求提出了试验分析意见与建议。

This paper presents a general method for non-linear analysis of Reinforced concrete structures based on the finite element method.A reasonable finite ele- ment Procedure for reinforced concrete members is developed,a full-rang com- purer analysis of the reinforced concrete deep beams is compored with exprim- ent data from tests,and show a good agreemet.

本文从编制钢筋混凝土结构有限元分析计算程序入手,通过对钢筋混凝土深梁计算结果的分析,阐述了利用有限元法解决钢筋混凝土构件非线性计算问题的全过程和有限单元法在钢筋混凝土结构分析中的作用和地位。

 
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