1.
All existing web cracks were arrested by drilling 19 mm holes at the ends of the cracks.
所有已存在的腹板裂纹都在裂纹端部钻19mm的孔止裂。
2.
Analyse and Control of Cracks of Prestressed Concrete Box Girder Web
悬浇箱梁节段张拉后腹板裂纹成因分析与防治
3.
Floor-beam webs have cracked in tied arch bridges.
在系干拱桥的横梁腹板上发生裂纹。
4.
Discussion on the influence of crack between top and web of 30m T beam on beam
浅析30m T梁顶腹板间裂纹对梁的影响
5.
The crack surfaces in the web and flange were subjected to visual examination in order to evaluate crack growth regions.
为了估计各裂纹扩展区，对翼缘和腹板的裂纹表面进行了宏观检验。
6.
Except for a small length of web at the first fracture location, none of the cracks exhibited a brittle fracture mode of crack propagation.
除第一个断裂位置的一小段腹板外，没有一条裂纹显示出裂纹扩展的脆性断裂模式。
7.
Cracks have been found in the flange and web splices at groove welds in at least four bridges.
至少在四座桥梁的翼缘板和腹板拼接坡口焊缝中发现了裂纹。
8.
Cracks that have developed in the web at lateral connection plates have generally occurred because of intersecting welds.
腹板在水平连接板处出现裂纹，通常是由于有交叉焊缝。
9.
Often lack of fusion adjacent to the girder web in the transverse groove welds led to the cracking.
在靠近主梁腹板的横向坡口焊缝处常常出现未熔透而导致裂纹。
10.
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
11.
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
12.
ON THE FORMATION MECHANISM OF INTERNAL AND SURFACE CRACKS OF CONTINUOUSLY CAST SIABS
连铸板坯内部裂纹和表面裂纹的形成机理
13.
Interaction between hole edge and line cracks in a thin plate
薄板中孔边裂纹与独立裂纹的相互作用
14.
Formation Mechanism and Prevention of Center and Triangle-Zone Cracks in Continuous Cast Slabs
板坯中心裂纹和三角区裂纹的成因与防止
15.
Fracture Analysis of Piezoelectric Materials with Centric Cracks
中心裂纹压电材料板的断裂问题分析
16.
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
17.
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
18.
Pressing sheet metal forming, its substrate should be crack.
压型金属板成型后，其基板不应有裂纹。