Mechanical Analysis of End Block of a Double-track Railway Box Girder During Construction

ZHAO Yan-long, LIN Peng-zhen, LIU Feng-kui

Journal of Railway Engineering Society ›› 2006, Vol. 23 ›› Issue (3) : 29-32.

PDF(353 KB)
PDF(353 KB)
Journal of Railway Engineering Society ›› 2006, Vol. 23 ›› Issue (3) : 29-32.

Mechanical Analysis of End Block of a Double-track Railway Box Girder During Construction

  • ZHAO Yan-long, LIN Peng-zhen, LIU Feng-kui
Author information +
History +

Abstract

Research purposes: In order to satisfy with the pretension and anchorage of prestress, the structure of end section of box beam is always complex. The mechanical properties of end section of box beam need further study at the stages of primary and final pretension, beam erection and secondary dead load action.
Research methods: According to construction of a double lines railway bridge with simple supported PC box beam, the mechanical properties of end section are analyzed and researched during construction. Using solid element method, three dimensions model of finite element of whole box beam is set up. The mechanical properties of end section is compared and analyzed.
Research results: According to different load conditions at construction stage, the mechanical properties of internal and external sides of end section are presented. The noticed problems of design and construction of end section of box beam for double lines railway bridges are investigated.

Key words

bridge engineering / double-track railway / box girder / construction / end block / mechanical analysis

Cite this article

Download Citations
ZHAO Yan-long, LIN Peng-zhen, LIU Feng-kui. Mechanical Analysis of End Block of a Double-track Railway Box Girder During Construction[J]. Journal of Railway Engineering Society, 2006, 23(3): 29-32

References

[1]范立础.桥梁工程[M].北京:人民交通出版社,2001.
[2]胡兆同,等.桥梁通用构造及简支梁桥[M].北京:人民交通出版社,2001.
[3]TB10002.4-2005,铁路桥涵混凝土和砌体结构设计规范[S].
[4]卢树圣.现代预应力混凝土理论与应用[M].北京:中国铁道出版社,2000.
[5]TB10002.3-99,铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].
PDF(353 KB)

2811

Accesses

0

Citation

Detail

Sections
Recommended

/