The Property Evaluation and Manufacturing Technology of Full Size Flange and Web Made of Larch Veneer Material for I-joist Purpose;
工字搁栅用落叶松单板类足尺翼缘和腹板基材生产工艺及性能评价
Delamination detection at web/flange junction of I-section GFRP beam with fiber optical interferometer sensor;
用光纤干涉仪检测I形复合材料梁腹板/翼缘连接处的分层
Analysis on the stress field in webs of concrete box girder bridge under the action of vertical prestress;
混凝土箱梁桥竖向预应力作用下腹板应力场分析
The simulation analysis of concrete box beam web plate stress
混凝土箱梁腹板受力状态的模拟分析
It takes the south bank bridge of the Hubei Suiyuezhong Hanjiang bridge as the engineering background,applies the finite element software to calculating and analyzing the principal tensile stress of the control section of the box girder web plate in the construction stage and using stage.
以湖北随岳中汉江特大桥南岸堤桥为工程背景,采用有限元软件对该桥控制截面施工阶段以及运营阶段的箱梁腹板进行主拉应力的计算和分析。
According to three different theoretical viewpoints related to limited value of flakiness ratio of T-steel web plate analysis is made,which effectively resolve the torsional-flexural buckling problem in compression rod design with single axle symmetry section and simplify design work.
着重介绍了剖分T型钢这种新型材料的研究现状,并对比关于T型钢腹板宽厚比限值的三种不同的理论观点,对三种观点进行了分析,使单轴对称截面压杆设计中比较复杂的弯扭屈曲问题得到有效的处理,从而使设计工作得以简化。
The equation considered post-buckling strengthof flanges and web plates simutaneously.
根据温特有效截面半经验计算公式，在对腹板极限工作状态两点假设的基础上推导出了薄壁压型钢板在弯矩作用下的极限承载力的计算公式。
Local buckling may occur in web plates in I-girders subjected to bending, shear and patch loading.
工字形截面钢梁在弯矩、剪力以及局部荷载单独或者联合作用下，腹板的部分板面会偏离原来的位置而发生波形凸曲，原《钢结构设计规范》(GBJ17-88)中关于腹板局部稳定的计算公式是基于无限弹性的完善板假定，现行《钢结构设计规范》(GB50017-2003)对此部分内容作了较大改动，考虑了屈曲进入弹塑性阶段以及初始几何缺陷的影响。
Based on the formulas of the shear buckling coefficient for rectangular plate, this paper derives formulas of the shear buckling coefficient for tapered web plates.
采用带斜加劲肋矩形板模型模拟楔形腹板的纯剪应力状态,对其弹性屈曲进行了有限元分析,在矩形板剪切屈曲系数公式的基础上引入考虑楔率影响的参数,得到四边简支楔形腹板和两边简支两边固支楔形腹板的屈曲系数公式,并与有限元分析结果进行比较。
Optimal Design of the Web in Corrugated Steel Web Bridge
波纹钢腹板桥梁的腹板优化设计探讨
Sternal muscles include two muscle groups.
腹板肌包括两个肌群。
The surface between the ribs of a ribbed vault
梁腹，腹板某扇形拱的胁拱之间的平面
Probe on Bent-down Bundles and Inclined Cracks of Large-span Continuous Beam Webs
大跨径连续梁腹板下弯束与腹板斜裂缝探讨
Optimization Design of Web Geometry Parameters of Composite Box-girder Bridge with Corrugated Steel Webs
波纹钢腹板组合箱梁桥腹板几何参数优化分析
Analysis of Web and Roof Crack of Continuous Rigid Frame Bridge;
连续刚构桥腹板及顶板裂缝成因分析
Parameter analysis of plate web length of prestressed concrete composite box girder bridge with corrugated steel webs
波形钢腹板PC组合箱梁桥腹板平板长度的参数分析
Small rectangular backup bars were used to fabricate the web-bottom flange connection.
在腹板与下翼缘的施焊中使用小矩形挡板。
A Method for Directly Determining the Distance of Stiffening Ribsfor Thin Web of Steel Plate Beams
一个直接确定钢板梁腹板加劲肋间距的方法
Research on the Post-Buckling Behavior of Thin Plate and the Tension Field Theory of Web;
薄板的曲后性能和梁腹板拉力场理论研究
Nonlinear Finite Element Analysis on Profiled Steel Sheets with Web's Intermediate Stiffeners
腹板有加劲压型钢板的非线性有限元分析
The web had fractured when the ambient temperature was between-12℃ and-23℃.
环境温度在－12℃―－23℃时腹板已经发生断裂。
Floor-beam webs have cracked in tied arch bridges.
在系干拱桥的横梁腹板上发生裂纹。
The web and flanges of the main girders were fabricated from ASTM A441 steel.
主梁的腹板和翼缘用ASTM A441钢制造。
Most often this involved a segment of a girder web.
大多数出现在主渠腹板部分。
Research on the New Type Web Structure of Long-span Prestressed Concrete Continuous Rigid-frame Bridge;
大跨PC连续刚构桥新型腹板构造研究
Plastic Capacity Calculation of Composite Beams with Web Openings;
带腹板开洞组合梁塑性承载力的计算
The Study on Limit Bearing Capacity of Composite Beam with Web Openings;
带腹板开洞组合梁极限承载力的研究