[1]陈凌秀,房贞政.几何参数对预应力波纹钢腹板箱梁桥受力性能的影响分析[J].延边大学学报(自然科学版),2016,42(03):246-251.
CHEN Lingxiu,FANG Zhenzheng.Effects of geometric parameters on mechanical characters of pre-stressed box-girder bridge with corrugated web[J].Journal of Yanbian University,2016,42(03):246-251.
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CHEN Lingxiu,FANG Zhenzheng.Effects of geometric parameters on mechanical characters of pre-stressed box-girder bridge with corrugated web[J].Journal of Yanbian University,2016,42(03):246-251.
几何参数对预应力波纹钢腹板箱梁桥受力性能的影响分析
《延边大学学报(自然科学版)》[ISSN:1004-4353/CN:22-1191/N]
卷:
第42卷
期数:
2016年03期
页码:
246-251
栏目:
应用科学研究
出版日期:
2016-07-20
- Title:
- Effects of geometric parameters on mechanical characters of pre-stressed box-girder bridge with corrugated web
- 关键词:
- 几何参数; 预应力波纹钢腹板箱梁; 连续梁桥; 受力性能
- Keywords:
- geometric parameters; pre-stressed box-girder bridge with corrugated web; continuous girder; mechanical characters
- 分类号:
- TU398+.9
- 文献标志码:
- A
- 摘要:
- 对实际工程中某三跨波纹钢腹板体外预应力连续箱梁桥建立有限元模型,通过改变腹板参数,探讨几何参数对桥梁整体受力性能的影响.分析表明,随着波纹钢腹板折叠角的增大,波纹钢板的抗弯刚度逐渐减小,当折角在10°~40°范围内变化时,波纹钢板的抗弯刚度变化最为明显; 波纹钢腹板水平面板宽度b增大会提高箱梁的抗弯刚度,但b值太大会影响波纹钢腹板的整体受力性能; 增加波纹板的厚度能显著提高箱梁的抗剪性能,并在一定程度上能够提高箱梁的抗弯刚度,但板厚增加到20 mm时,其对提高箱梁的抗剪性能和抗弯性能的贡献逐渐趋小; 波纹钢腹板的倾角不宜太大,宜小于25°.
- Abstract:
- The finite element model of three-span pre-stressed box-girder continuous bridge with corrugated web are built to respectively analyze the effects of geometric parameters on mechanical characters by changing the parameters of pre-stressed box-girder bridge with corrugated web. The results show that the increment of the angle of the corrugated plate can reduce the vertical stiffness of bridge, stiffness of bridge changes obviously within the range of 10°-40°; if the value of the horizontal fold of the corrugated plate b is too large, it will weaken the corrugated plate’s whole property under the load; increasing the thickness of the corrugated web can significantly improve the shear performance and add to the stiffness of the box-girders within certain range, but when it reached to 20 mm, the effect will be weaken; the angle of the web would be within 25°.
参考文献/References:
[1] 陈宝春,黄卿维.波形钢腹板PC箱梁桥应用综述[J].公路,2005,7(7):45-53.
[2] 李淑琴,万水,张长青.波形钢腹板设计与制造[M].北京:人民交通出版社,2011.
[3] 闫鹏.波形钢腹板PC组合弯箱梁桥力学性能研究[D].西安:长安大学,2011.
[4] Yang Xialin, Lin Minniu, Zhang Rongling. Study on web parameters of prestressed concrete composite box girder with corrugated steel web[J]. Advanced Materials Research, 2011:255-260,1087-1091.
[5] 牛黎明.波形钢腹板PC组合箱梁桥腹板几何参数研究[D].兰州:兰州交通大学,2010.
[6] 许莉,房贞政,陈凌秀.几何参数对预应力波纹钢腹板连续箱梁屈曲荷载的影响研究[J].华中师范大学学报(自然科学版),2010,44(4):590-594.
备注/Memo
收稿日期: 2016-06-07作者简介: 陈凌秀(1984—),女,讲师,研究方向为组合结构.
更新日期/Last Update:
2016-10-20