0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Global Mechanical Behavior of Kilometer-Level Cable-Stayed Bridge under Static Loads

 Global Mechanical Behavior of Kilometer-Level Cable-Stayed Bridge under Static Loads
Author(s): ,
Presented at IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009, published in , pp. 72-79
DOI: 10.2749/222137809796068055
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.16 MB

The global mechanical behaviours of Sutong Bridge, China are presented by using field static load tests and numerical analysis in this paper. A total of 37 loading cases with 64 test trucks which a...
Read more

Bibliographic Details

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009
Published in:
Page(s): 72-79 Total no. of pages: 8
Page(s): 72-79
Total no. of pages: 8
Year: 2009
DOI: 10.2749/222137809796068055
Abstract:

The global mechanical behaviours of Sutong Bridge, China are presented by using field static load tests and numerical analysis in this paper. A total of 37 loading cases with 64 test trucks which a vehicle’s axle weight is 300kN were conducted on 10 key sections to investigate the bridge

behaviour. The level of test loading is about 50-88% of the code-specified serviceability load. A full three-dimensional finite-element model is developed and calibrated to match the experiment data. The results show that the bridge under the planned load test conditions has good overall static properties and linear superposition characteristics, and incremental deflections and stresses as well as cable force are observed to be linearly proportional to incremental load. Moreover, the transverse shear lag effects of the steel girder are evident and the longitudinal stress distributions of the slab and diaphragm are non-uniform. A very good agreement is achieved between the experimental tests and numerical simulations calculated by existing nonlinear theories of long span bridges.

Keywords:
cable-stayed bridge finite element method (FEM) Field Static Load Test Global Mechanical Behaviour Non-uniform Stress Distribution