Numerical investigation of temperature gradient-induced thermal stress for steel–concrete composite bridge deck in suspension bridges
Authors:
- 1 January 2018
- journal article
- research article
- Published by Springer Nature in Journal of Central South University
- Vol. 25 (1) , 185-195
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Experimental research for the effect of high temperature on the mechanical properties of steel fiber-reinforced concreteConstruction and Building Materials, 2015
- Thermal post-buckling analysis of functionally graded beams with temperature-dependent physical propertiesSteel and Composite Structures, 2013
- Field monitoring and numerical analysis of Tsing Ma Suspension Bridge temperature behaviorStructural Control and Health Monitoring, 2012
- Flexural strength of steel–concrete composite beams reinforced with a prestressed CFRP plateConstruction and Building Materials, 2011
- The effects of temperature variations on the long-term behaviour of composite steel–concrete beamsEngineering Structures, 2009
- Long term vibration monitoring of an RC slab: Temperature and humidity effectEngineering Structures, 2006
- Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modellingEngineering Structures, 2005
- Detection of structural damage through changes in frequency: a reviewEngineering Structures, 1997
- Significance of the ambient temperature and the steel material in the process of concrete reinforcement corrosionConstruction and Building Materials, 1997
- Temperature Variations in Concrete BridgesJournal of Structural Engineering, 1983