2010•Shanxi ArchitectureRequires access

Cantilever construction stress monitoring of a curved box girder bridge

Chen Bao-gu

Open publisher page 0 citations

Abstract

According to the field test results,it makes an analysis of curved box girder cantilever construction process,the stress variation of the root section.The results show that the eccentric load will be hung in the box the root of the local flange horizontal position have a greater tensile stress,and even lead to the longitudinal deck cracking,for the beam bridge,box girder web and the wing on both sides edge of plate stress was non-symmetrical distribution,the construction process should pay attention to the construction sequence and construction load on the structure of internal forces.

About this research paper

What this paper is about

According to the field test results,it makes an analysis of curved box girder cantilever construction process,the stress variation of the root section.The results show that the eccentric load will be hung in the box the root of the local flange horizontal position have a greater tensile stress,and even lead to the longitudinal deck cracking,for the beam bridge,box girder web and the wing on both sides edge of plate stress was non-symmetrical distribution,the construction process should pay attention to the construction sequence and construction load on the structure of internal forces.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

According to the field test results,it makes an analysis of curved box girder cantilever construction process,the stress variation of the root section.The results show that the eccentric load will be hung in the box the root of the local flange horizontal position have a greater tensile stress,and even lead to the longitudinal deck cracking,for the beam bridge,box girder web and the wing on both sides edge of plate stress was non-symmetrical distribution,the construction process should pay attention to the construction sequence and construction load on the structure of internal forces.

Key concepts: Box girder, Structural engineering, Flange, Cantilever, Engineering, Stress (linguistics), Deck, Cracking

Related papers

Back to paper searchBrowse research topicsOriginal source
Cantilever construction stress monitoring of a curved box girder bridge — Research Paper | ScholarLens