1.
Research on cold bending and re bending crack of remained heat treated reinforced bar and the elimination measures
余热处理钢筋冷弯反弯裂纹消除措施研究
2.
The Study of Strengthening Cracked Steel Beam with Carbon Fiber Reinforced Plastic Bloth;
碳纤维加固带裂纹钢梁受弯性能研究
3.
Penetrant Testing Tests and Failure Failure Aanalysis of Cast Stainless Steel Elbow
铸造不锈钢弯头裂纹检测及失效分析
4.
AN EXPERIMENTAL STUDY OF OUT-PLANE DISPLACEMENTFIELD NEAR THE TIP OF A THROUGH CRACKIN A PLATE UNDER BENDING
含穿透裂纹平板受弯时裂纹尖端离面位移场的实验研究
5.
Elastic-Plastic Finite Element Analysis for Circumferential Part-Throughwall Cracks on Mitered Elbow;
斜接弯管环向内表面裂纹弹塑性有限元分析
6.
Elastic-Plastic Finite Element Analysis for Piping Elbow with Axial Inside Surface Cracks;
光滑弯管沿轴向内表面裂纹弹塑性有限元分析
7.
Study on Law of Crack Development of Reinforced Concrete Flexural Member
钢筋混凝土受弯构件裂纹发展规律研究
8.
Analysis and treatment for crack defects in bending waterwall tube of cold ash hopper
锅炉冷灰斗水冷壁弯管裂纹缺陷的分析处理
9.
Specimen for surface crack growth by loading at cantilever bend and application
一种悬臂弯曲加载表面裂纹扩展试样及其应用
10.
Analysis of Welded Joint’s Crack Behavior of Angular Pipe Union of Boiler Furnace Coal Economizer
锅炉省煤器弯管焊接接头裂纹行为分析
11.
Cracking Analysis and Safty Evaluation of Hot-Wall Hydrogenation Reactors's Nozzle's Crack;
热壁加氢反应器接管裂纹断裂与安全评价研究
12.
Antiplane Yoffe-type Moving Crack in Functionally-graded Materials;
功能梯度材料中反平面Yoffe型运动裂纹
13.
Fracture Analysis of Antiplane Interface Crack between Two Dissimilar Orthotropic Composite Materials
正交异性双材料反平面界面裂纹分析
14.
Dynamic response analysis of asphalt pavement with reflective crack
含反射裂纹沥青路面的动力响应分析
15.
Analytical Solutions for the Anti-plane Problems with an Arc crack
圆弧裂纹的反平面剪切问题的解析解
16.
Study of Critical State of Crack Propagation in Hydrogenation Reactor
加氢反应器裂纹扩展临界状态的研究
17.
It was concluded that failure of double clip reed was the result of local stress concentration and cracking at the sharp elbow of reed.
双卡簧片成形时弯角较尖锐并有明显裂纹是导致失效的原因。
18.
The cracks are primarily parallel to the longitudinal direction of the girder and to the nominal bending stresses.
裂纹基本上平行于主梁纵向，既平行于名义弯曲应力。