| 陶粒混凝土与钢筋粘结锚固可靠度分析 |
| |
| 引用本文： | 王卫玉.陶粒混凝土与钢筋粘结锚固可靠度分析[J].山西建筑,2010,36(21):65-66. |
| |
| 作者姓名： | 王卫玉 |
| |
| 作者单位： | 中铁第四勘察设计院集团有限公司,湖北,武汉,430063 |
| |
| 摘 要： | 根据试验研究统计得到螺纹Ⅱ级钢筋锚固时极限粘结应力τu,回归方程及其准确性的统计数据,应用概率分析方法,确定了符合可靠度要求的,适用于不同强度等级轻骨料混凝土钢筋设计锚固长度,从而为有关规程的修订奠定了基础。
|
| 关 键 词： | 陶粒混凝土 粘结 锚固 可靠度 |
Analysis of ceramsite concrete and steel bar adhesive anchor reliability |
| |
| WANG Wei-yu.Analysis of ceramsite concrete and steel bar adhesive anchor reliability[J].Shanxi Architecture,2010,36(21):65-66. |
| |
| Authors: | WANG Wei-yu |
| |
| Abstract: | The adhesive stress τu regression equation of screw Ⅱ grade steel bar anchoring and its accurate statistic data were obtained with experimental research,the lightweight aggregate concrete steel bar design anchoring length adapted to reliability requirement and applied to different strength grade was determined with probability analysis method,therefore accumulated basis for related standard revising. |
| |
| Keywords: | ceramsite concrete adhesive anchor reliability |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
