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stud connector
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  “stud connector”译为未确定词的双语例句
     A SIMPLIFIED DESIGN PROCEDURE OF STUD CONNECTOR IN COMPOSITE STEEL-CONCRETE BEAMS SUBJECTED TO COMBINED FLEXURE AND TORSION
     复合弯扭下钢混凝土组合梁连接件的设计方法
短句来源
     ANALYSIS OF FORCED CHARACTERISTICS OF STUD CONNECTOR FOR COMPOSITE BRIDGE
     组合梁中栓钉剪力键的受力特性分析
短句来源
     The function, mechanical behavior, failure type and load bearing capacity of a stud connector were analyzed. By using the MSC/NASTRAN universal software and considering the non linear performance of the material of the stud connector and concrete, the push test specimen is simulated by a 3D-FEM model and the designed load bearing capacity of the stud connector was analyzed. The analytic results are in good agreement with those of the test.
     分析了栓钉剪力键的作用、受力状态、破坏类型和承载力,并以栓钉剪力键推顶试样为对象,建立了3D-FEM计算模型,应用MSC/NASTRAN程序,考虑了栓钉和混凝土材料的非线性,进行栓钉剪力键的设计承载力分析,分析结果与试验结果有很好的一致性。
短句来源
  相似匹配句对
     Factors influencing the shear capacity of stud shear connector
     浅析栓钉剪力连接件受剪承载力的影响因素
短句来源
     ANALYSIS OF FORCED CHARACTERISTICS OF STUD CONNECTOR FOR COMPOSITE BRIDGE
     组合梁中栓钉剪力键的受力特性分析
短句来源
     C Cable Connector
     C线缆连接器在通信线缆连接器行业内的新型应用。
短句来源
     INTERNET DATABASE CONNECTOR
     Internet数据库连接器
短句来源
     Technology of stud welding
     螺柱焊接技术及工艺
短句来源
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  stud connector
Short- and long-term performance of the "Tecnaria" stud connector for timber-concrete composite beams
      
In this paper the problem of the local resistance of concrete around a stud connector or a bar acting as a dowel is studied.
      


It is necessary to preform experimental research of coordinated work for composite floor constructed with concrete/different profiled steel sheets. Based on faitur modea design method is established. This paper has distinguished faiture character of simply floor with or Without welded stud connectors at slab end through 18 enogh size test speci- men with U-200 profiled steel sheet which was made in China and analysed faiture mecha- nism. Finally, two basic parameters m, k for design have been presented....

It is necessary to preform experimental research of coordinated work for composite floor constructed with concrete/different profiled steel sheets. Based on faitur modea design method is established. This paper has distinguished faiture character of simply floor with or Without welded stud connectors at slab end through 18 enogh size test speci- men with U-200 profiled steel sheet which was made in China and analysed faiture mecha- nism. Finally, two basic parameters m, k for design have been presented.

对不同型式的压型钢板和砼所构成的组合楼板,均应进行协同工作的试验研究,根据其破坏特征确定计算方法。本文通过十八个足尺寸国产U—200压型钢板—砼简支组合板试件的研究,确定了板端焊栓钉和不焊栓钉简支板的破坏形态,分析了其破坏机理,并为设计计算提供了基本参数m、k值

Based on experimental results of six new type of simply supported steel-concrete compositebeams, the minimum amount of transverse reinforcement to develop the theoretical ultimatic flexurestrength of the new type of composite beam, the maximum longitudinal shear strength of the slab alongthe beam are presented, the influence of the varying stud connector spacing on the behaviour of thecomposite beam is also considered. At last, a practical calculation method for this type of compositebeam is put forward....

Based on experimental results of six new type of simply supported steel-concrete compositebeams, the minimum amount of transverse reinforcement to develop the theoretical ultimatic flexurestrength of the new type of composite beam, the maximum longitudinal shear strength of the slab alongthe beam are presented, the influence of the varying stud connector spacing on the behaviour of thecomposite beam is also considered. At last, a practical calculation method for this type of compositebeam is put forward.

本文通过6根试验梁受弯性能、钢筋混凝土板纵向抗剪性能和破坏形态的分析,找出了影响该类组合梁受力性能和承载力的主要因素,建立了按塑性方法计算该类组合梁极限抗弯承载力和钢筋混凝土板纵向抗剪承载力的公式,其与试验结果符合良好。最后提出了发挥该类组合梁理论极限抗弯承载力的最小横向配筋率。

The first of the serial researches is about T-connectors[1],the Second is about Welded-Stud Connectors[2]and this paper about abend bar Connectors laid reversely in latticed structure is the third of the Serial researches.The push-out tot about bend bar Connectors laid reversely in a lattice specimen is made first home and abroad.In this paper,the working mechanism and destroying-form of band bar Connectors laid reversely are analysed,the formula of shearbearing Capacity is infered...

The first of the serial researches is about T-connectors[1],the Second is about Welded-Stud Connectors[2]and this paper about abend bar Connectors laid reversely in latticed structure is the third of the Serial researches.The push-out tot about bend bar Connectors laid reversely in a lattice specimen is made first home and abroad.In this paper,the working mechanism and destroying-form of band bar Connectors laid reversely are analysed,the formula of shearbearing Capacity is infered and the test values,Which are about 50 percent of bend b3r Connectors laid normally,tally better with the theoretic values.So the formula Should be recommended to be used in Composite lattice structures including Composite truss provided that there is horizonhorizontal shear in Oppsite diection in thse strutwres.

T型、检钉和该文反放弯连接件是系列研究之一、二和之三.反放弯地连接件在格构式试件上作推出试验,属国内外首次.文中分析工作机理和破坏形态,导出抗剪承载力公式,试验值与理论值吻合较好,约为正放弯筋的50%.建议在有反向水平剪力的组合桁架等格构式组合结构中采用.

 
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