| 钢管混凝土哑铃形拱的计算温度取值研究 |
| |
| 引用本文： | 黄福云,陈宝春,柯婷娴.钢管混凝土哑铃形拱的计算温度取值研究[J].福州大学学报(自然科学版),2011,39(2):266-275. |
| |
| 作者姓名： | 黄福云 陈宝春 柯婷娴 |
| |
| 作者单位： | 福州大学土木工程学院;福州绕城高速公路有限责任公司; |
| |
| 基金项目： | 福州大学校人才基金资助项目(0822460) |
| |
| 摘 要： | 以经实桥实测温度场验证的有限元方法,以一座钢管混凝土哑铃形肋拱为基本分析对象,对其计算合拢温度、有效温度和平均温度内力进行了计算分析.研究结果表明,钢管混凝土哑铃形拱的计算合拢温度取值主要应考虑浇筑混凝土后28d的平均气温与哑铃形弦管管径;最高有效温度与当地最高气温相近,最低有效温度与当地最低日平均气温相近.论文还给出...
|
| 关 键 词： | 桥梁 拱 钢管混凝土 哑铃形 温度 |
Study on thermal calculation magnitude of concrete filled steel tube arch bridge with dumbbell cross section |
| |
| HUANG Fu-yun,CHEN Bao-chun,KE Ting-xian.Study on thermal calculation magnitude of concrete filled steel tube arch bridge with dumbbell cross section[J].Journal of Fuzhou University(Natural Science Edition),2011,39(2):266-275. |
| |
| Authors: | HUANG Fu-yun CHEN Bao-chun KE Ting-xian |
| |
| Institution: | HUANG Fu-yun1,CHEN Bao-chun1,KE Ting-xian2(1.College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China,2.Fuzhou City Ring Expressway Co Ltd,Fujian 350002,China) |
| |
| Abstract: | Using finite element method verified by field temperature test of a bridge,the calculated closure temperature,maximum and minimum effective temperatures and temperature forces are studied by taking a CFST arch bridge with dumbbell shaped ribs as a case study.Research results show that for CFST arch with dumbbell shaped section,the average of the ambient temperature of the 28 d after the concrete filled into the tube and the diameter of the steel tube in the section are the two major factors which should be ... |
| |
| Keywords: | bridge arch concrete filled steel tube dumbbell cross section temperature |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《福州大学学报(自然科学版)》浏览原始摘要信息 |
| 点击此处可从《福州大学学报(自然科学版)》下载免费的PDF全文 |
