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单面角焊缝
相关语句
  one side fillet weld
     The properties of the joints with one side fillet weld connecting the webs to flanges in H shaped steel members used in light weight steel structures, have not been yet thoroughly researched by tests.
     在轻型钢结构建筑中采用的以单面角焊缝连接翼缘和腹板的组合H形截面钢构件 ,其焊缝接头性能尚未得到充分的试验验证。
短句来源
     The test of the ultimate strength of the axially compressed H shaped steel stubs with one side fillet weld and the relevant FEM analysis are reported.
     通过单面焊接H形截面短柱极限承载力试验和相应的有限元计算与分析 ,表明在静力荷载条件下 ,较薄腹板构件的极限承载力对单面角焊缝接头并不敏感 ;
短句来源
  “单面角焊缝”译为未确定词的双语例句
     Ultimate Resistance Against Shear in H-shaped Steel Members with Single-weld Joint
     单面角焊缝连接的H形钢构件抗剪极限承载力
短句来源
     Root Measurement and Experimental Research of Shear Loading Capacity of One-side Fillet in H-shaped Steel Members
     H形截面构件中单面角焊缝接头的承载性能:Ⅰ焊缝熔深和接头抗剪承载力试验研究
短句来源
     Research of Tensile Loading Capacity Test of One-side Fillet in H-shaped Steel Members
     H形截面构件中单面角焊缝接头的抗拉承载性能:Ⅱ焊缝接头抗拉承载力试验
短句来源
     Abstract After having performed a series of analytical stress calculations anapproximate calculation method is being being proposed for obtaining the stress distribution in single sided fillet welds of shallowly inserted nozzles in mediumpressure drums Comparison with 3-d finite element calculation results show that the largest discrepancy lies within 9%.
     该文通过应力分析计算,提出了中压锅炉汽包单面角焊缝结构的浅插式接管区域应力分布的近似计算方法,并与三维有限元方法计算结果进行了比较,最大偏差在90以内.图7表1参3
短句来源
     There is an eccentricity when transferring the local concentrated load through one\|side fillet weld joint which connects the web and the flanges of H\|shaped steel.
     腹板和翼缘采用单面角焊缝连接的焊接H型钢 ,承受局部荷载作用时存在接头传力偏心的问题。
短句来源
  相似匹配句对
     Identifying Methods of End Corner Reflecting Echoes from Welding Seam Root of Single Side Welding
     单面焊缝根部端反射波的识别方法
短句来源
     angle.
    
短句来源
     THE CALCULATION OF SPECIAL WELDED SEAMS
     特殊焊缝的计算
短句来源
     ANALYSIS OF FRACTURE REASON OF FRONT FILLET WELD
     正面焊缝断裂原因分析
短句来源
     Ultimate Resistance Against Shear in H-shaped Steel Members with Single-weld Joint
     单面焊缝连接的H形钢构件抗剪极限承载力
短句来源
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Abstract After having performed a series of analytical stress calculations anapproximate calculation method is being being proposed for obtaining the stress distribution in single sided fillet welds of shallowly inserted nozzles in mediumpressure drums Comparison with 3-d finite element calculation results show that the largest discrepancy lies within 9%.

该文通过应力分析计算,提出了中压锅炉汽包单面角焊缝结构的浅插式接管区域应力分布的近似计算方法,并与三维有限元方法计算结果进行了比较,最大偏差在90以内.图7表1参3

The properties of the joints with one side fillet weld connecting the webs to flanges in H shaped steel members used in light weight steel structures, have not been yet thoroughly researched by tests. Two basic experiments are reported. The deepness of the weld root was measured by metallographic examination on 57 pieces of samples, and the other 26 specimens where the welds were subjected to shear forces are loaded. The results show that the joints with one side fillet weld have sufficient loading capacity...

The properties of the joints with one side fillet weld connecting the webs to flanges in H shaped steel members used in light weight steel structures, have not been yet thoroughly researched by tests. Two basic experiments are reported. The deepness of the weld root was measured by metallographic examination on 57 pieces of samples, and the other 26 specimens where the welds were subjected to shear forces are loaded. The results show that the joints with one side fillet weld have sufficient loading capacity and deformablility to shear force under monotonic loading conditions, and the resistance of the weld can be calculated by the provisions of the present design specification of the steel structures.

在轻型钢结构建筑中采用的以单面角焊缝连接翼缘和腹板的组合H形截面钢构件 ,其焊缝接头性能尚未得到充分的试验验证。为此进行了两个基础性系列试验 :对单面角焊缝接头的 5 7个试件通过金相分析测定熔深 ,对 2 6个试件进行焊缝抗剪试验。试验结果表明 ,在单调静力荷载条件下 ,单面连接角焊缝有良好的承载和变形性能 ,可以按照钢结构设计规范有关规定计算其设计承载力。

Twenty pieces of welded joints with one side fillet weld were tested under tensile loads. The results indicate that the strength happening on this kind of joint can be computed by the provisions of the steel structural design specification. The tests reveal that the eccentricity of the joints will discount the loading capacity of the joints as well as connected plates when they are used to transfer tensions.

进行了 2 0个承受拉力的单面角焊缝连接接头的加载试验。试验结果表明 ,这类连接接头的连接焊缝的强度设计可以采用我国现行《钢结构设计规范》的规定进行计算 ,同时这类接头也存在着传力偏心的不利影响 ,结构设计时应予以注意。

 
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