AbstractLong-standing steel bridges suffer fatigue cracks, which necessitate immediate inspection, structural integrity evaluation or repair in the life cycle of steel bridges. The authors proposed NDT and NDE techniques employing infrared thermography at certain stage in the life cycle of steel bridges. This paper presents remote measurement of stress field around fatigue cracks in steel bridges for their structural integrity assessments. Further this paper shows experimental results confirming the severity reduction of stress distribution around fatigue cracks after the repair or reinforcement of steel bridges
AbstractThe aim of the present research was to study the self-heating behavior of a dual-phase steel...
Fatigue behaviour is most commonly evaluated in uni-axial cyclic stress tests using standardised dog...
AbstractIn this work, the behaviour of two cracked stainless steel AISI 410 and C3FM was studied by ...
AbstractLong-standing steel bridges suffer fatigue cracks, which necessitate immediate inspection, s...
AbstractTwo full-field techniques were applied for the study of the base material and welded specime...
Abstract. A new remote nondestructive inspection technique, based on thermoelastic temperature measu...
A new remote nondestructive inspection technique, based on thermoelastic tempera...
AbstractTo optimize the evaluation of thermographic measurements a lock-in algorithm with motion com...
AbstractIn the last years, several approaches were developed in literature for predicting the fatigu...
Attention has been paid to fatigue cracks in steel structures and bridges for a long time. In spite ...
Infra-red thermography systems that have been developed over the last few years offer great potentia...
AbstractLock-in thermography and heat flow measurements with a new developed peltier sensor have bee...
The fatigue life of structural steel bridges is governed by the time-history of stresses generated i...
Results of extensive experiments involving the fatigue behaviour of welded structures which are a pa...
AbstractIn the last years, several approaches were developed in literature for predicting the fatigu...
AbstractThe aim of the present research was to study the self-heating behavior of a dual-phase steel...
Fatigue behaviour is most commonly evaluated in uni-axial cyclic stress tests using standardised dog...
AbstractIn this work, the behaviour of two cracked stainless steel AISI 410 and C3FM was studied by ...
AbstractLong-standing steel bridges suffer fatigue cracks, which necessitate immediate inspection, s...
AbstractTwo full-field techniques were applied for the study of the base material and welded specime...
Abstract. A new remote nondestructive inspection technique, based on thermoelastic temperature measu...
A new remote nondestructive inspection technique, based on thermoelastic tempera...
AbstractTo optimize the evaluation of thermographic measurements a lock-in algorithm with motion com...
AbstractIn the last years, several approaches were developed in literature for predicting the fatigu...
Attention has been paid to fatigue cracks in steel structures and bridges for a long time. In spite ...
Infra-red thermography systems that have been developed over the last few years offer great potentia...
AbstractLock-in thermography and heat flow measurements with a new developed peltier sensor have bee...
The fatigue life of structural steel bridges is governed by the time-history of stresses generated i...
Results of extensive experiments involving the fatigue behaviour of welded structures which are a pa...
AbstractIn the last years, several approaches were developed in literature for predicting the fatigu...
AbstractThe aim of the present research was to study the self-heating behavior of a dual-phase steel...
Fatigue behaviour is most commonly evaluated in uni-axial cyclic stress tests using standardised dog...
AbstractIn this work, the behaviour of two cracked stainless steel AISI 410 and C3FM was studied by ...