PEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshConcrete cylinders – mechanical strains under laboratory conditionsRead MoreConcrete cylinders – mechanical strains under laboratory conditionsOne of the largest concrete bridge in Poland – distributed crack detectionRead MoreOne of the largest concrete bridge in Poland – distributed crack detectionMonolithic sensors vs. layered cables – direct comparison in concreteRead MoreMonolithic sensors vs. layered cables – direct comparison in concreteAnchorage zone: bi-directional analaysis of internal strain fieldRead MoreAnchorage zone: bi-directional analaysis of internal strain fieldAnchorage zone in a 57-year-old concrete girder: strain and crack detectionRead MoreAnchorage zone in a 57-year-old concrete girder: strain and crack detection Prev1 2 3 4
PEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh
Concrete cylinders – mechanical strains under laboratory conditionsRead MoreConcrete cylinders – mechanical strains under laboratory conditions
One of the largest concrete bridge in Poland – distributed crack detectionRead MoreOne of the largest concrete bridge in Poland – distributed crack detection
Monolithic sensors vs. layered cables – direct comparison in concreteRead MoreMonolithic sensors vs. layered cables – direct comparison in concrete
Anchorage zone: bi-directional analaysis of internal strain fieldRead MoreAnchorage zone: bi-directional analaysis of internal strain field
Anchorage zone in a 57-year-old concrete girder: strain and crack detectionRead MoreAnchorage zone in a 57-year-old concrete girder: strain and crack detection