The fatigue safety of the reinforced concrete (RC) deck slab of a sixty-year-old steel-concrete road viaduct is questioned based on the results of code-based "re-calculation". Since strengthening intervention would lead to major costs, detailed investigation of the fatigue safety was performed using data obtained from "pocket-monitoring" which is a rational and ready-to-use monitoring device for bridge engineers. The implemented "pocket-monitoring" concept for the determination of fatigue action effects in the RC deck slab is outlined. Results in terms of fatigue relevant stresses in steel rebars of the RC deck slab reveal that the fatigue safety requirements are largely fulfilled based on the proposed verification method using directly dat...
Knowing the actual fatigue effects helps to assess the structural safety of bridges more accurately....
An effective approach for fatigue analysis of bridge-deck sections under traffic loading is proposed...
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...
The fatigue safety of the reinforced concrete (RC) deck slab of a sixty-year-old steel-concrete road...
The fatigue safety of the reinforced concrete deck slab of a sixty-year-old steel-concrete road viad...
For assessment of existing reinforced-concrete bridges, only few rules and recommendations are avail...
The behavior of reinforced-concrete structural elements under moving loads involves many complex par...
To date, there have been few reports of fatigue problems in medium-span reinforced or prestressed co...
The objective of this thesis is to develop knowledge and methods to prevent fatigue failure of bridg...
Assessment of existing bridge structures for inherent safety level or for lifetime extension purpose...
Orthotropic steel decks, directly subjected to traffic loads, are very sensitive to fatigue: defects...
There is a significant need to examine precisely the conditions of concrete road bridges because of ...
Commissioned for this report is Ramboll, Bridge and Tunnel Unit in Stockholm. The idea throughout th...
The aim of this paper is to present and discuss the results obtained with a methodology used to char...
New methods are required for sustainable and economical management of bridges. Efficient management ...
Knowing the actual fatigue effects helps to assess the structural safety of bridges more accurately....
An effective approach for fatigue analysis of bridge-deck sections under traffic loading is proposed...
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...
The fatigue safety of the reinforced concrete (RC) deck slab of a sixty-year-old steel-concrete road...
The fatigue safety of the reinforced concrete deck slab of a sixty-year-old steel-concrete road viad...
For assessment of existing reinforced-concrete bridges, only few rules and recommendations are avail...
The behavior of reinforced-concrete structural elements under moving loads involves many complex par...
To date, there have been few reports of fatigue problems in medium-span reinforced or prestressed co...
The objective of this thesis is to develop knowledge and methods to prevent fatigue failure of bridg...
Assessment of existing bridge structures for inherent safety level or for lifetime extension purpose...
Orthotropic steel decks, directly subjected to traffic loads, are very sensitive to fatigue: defects...
There is a significant need to examine precisely the conditions of concrete road bridges because of ...
Commissioned for this report is Ramboll, Bridge and Tunnel Unit in Stockholm. The idea throughout th...
The aim of this paper is to present and discuss the results obtained with a methodology used to char...
New methods are required for sustainable and economical management of bridges. Efficient management ...
Knowing the actual fatigue effects helps to assess the structural safety of bridges more accurately....
An effective approach for fatigue analysis of bridge-deck sections under traffic loading is proposed...
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...