| 实用混凝土箱梁温度应力计算方法 |
| |
| 引用本文： | 葛俊颖,赵国军.实用混凝土箱梁温度应力计算方法[J].石家庄铁道学院学报,2010,23(2):117-121,129. |
| |
| 作者姓名： | 葛俊颖 赵国军 |
| |
| 作者单位： | 葛俊颖(石家庄铁道大学,土木工程学院,河北,石家庄,050043);赵国军(河北省第二测绘院,河北,石家庄,050031) |
| |
| 基金项目： | 国家自然科学基金资助项目 |
| |
| 摘 要： | 骤然降温和日照温差在混凝土桥梁截面上产生非均匀的温度分布，从而产生温度应力，而各国规范给出的温度梯度模式又不能准确反应特定桥梁个体的实际情况。详细介绍了基于ANSYS的温度应力计算方法，可以考虑季节、桥梁地理位置、走向、材料特性、结构尺寸、翼缘板对腹板的遮阴作用等各种因素的影响，计算出一天任何时刻的温度分布，然后根据温度场计算结果用超级梁单元计算温度应力，不仅速度快而且对变截面梁、曲线梁等复杂情况均可取得满意结果。
|
| 关 键 词： | 桥梁工程 预应力混凝土桥梁 温度效应 骤然降温 日照 实用计算 ANSYS |
Practical Calculation for Temperature Effect on PC Box Girder Bridge |
| |
| Ge Junying,Zhao Guojun.Practical Calculation for Temperature Effect on PC Box Girder Bridge[J].Journal of Shijiazhuang Railway Institute,2010,23(2):117-121,129. |
| |
| Authors: | Ge Junying Zhao Guojun |
| |
| Institution: | 1. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China; 2. The 2nd Institute of Surveying and Mapping of Hebei Province, Shijiazhuang 050031, China) |
| |
| Abstract: | The effect of abrupt drop in temperature and thermal difference due to the sun light on box girder will cause uneven temperature differences to the section of bridges, and then temperature stresses arise. While the design codes of different country on thermal gradient model in concrete bridges cannot convey the actual situation of a special bridge accurately. This paper recounts in detail how to calculate the temperature stress based on ANSYS. The offered method can calculate the actual temperature of bridges accurately any time in a day, which takes into account the effects of the season, location, orientation, structural size , material properties and the sunshade effect on the web by the flange plate of the box girder bridge, etc. With the method of thermalstructural coupling analysis, using the super-beam-element, the temperature effect can be calculated quickly, and this method can be used for variable cross-section and curved bridges. |
| |
| Keywords: | ANSYS |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
