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....
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...
With the occurrence of higher and more frequent axle loads on roads, in particular bridge deck slabs...
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...
There is a significant need to examine precisely the conditions of concrete road bridges because of ...
Orthotropic steel decks, directly subjected to traffic loads, are very sensitive to fatigue: defects...
The aim of this paper is to present and discuss the results obtained with a methodology used to char...
Commissioned for this report is Ramboll, Bridge and Tunnel Unit in Stockholm. The idea throughout th...
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....
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...
With the occurrence of higher and more frequent axle loads on roads, in particular bridge deck slabs...
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...
There is a significant need to examine precisely the conditions of concrete road bridges because of ...
Orthotropic steel decks, directly subjected to traffic loads, are very sensitive to fatigue: defects...
The aim of this paper is to present and discuss the results obtained with a methodology used to char...
Commissioned for this report is Ramboll, Bridge and Tunnel Unit in Stockholm. The idea throughout th...
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....
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks an...
With the occurrence of higher and more frequent axle loads on roads, in particular bridge deck slabs...