Concrete cylinders – mechanical strains under laboratory conditionsWeiterlesenConcrete cylinders – mechanical strains under laboratory conditionsPEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshMonolithic sensors vs. layered cables – direct comparison in concreteWeiterlesenMonolithic sensors vs. layered cables – direct comparison in concreteAnchorage zone: bi-directional analaysis of internal strain fieldWeiterlesenAnchorage zone: bi-directional analaysis of internal strain fieldAnchorage zone in a 57-year-old concrete girder: strain and crack detectionWeiterlesenAnchorage zone in a 57-year-old concrete girder: strain and crack detection„Concrete tomograph” – strain and temperature evolution at early stageWeiterlesen„Concrete tomograph” – strain and temperature evolution at early stage zurück1 2 3 4
Concrete cylinders – mechanical strains under laboratory conditionsWeiterlesenConcrete cylinders – mechanical strains under laboratory conditions
PEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh
Monolithic sensors vs. layered cables – direct comparison in concreteWeiterlesenMonolithic sensors vs. layered cables – direct comparison in concrete
Anchorage zone: bi-directional analaysis of internal strain fieldWeiterlesenAnchorage zone: bi-directional analaysis of internal strain field
Anchorage zone in a 57-year-old concrete girder: strain and crack detectionWeiterlesenAnchorage zone in a 57-year-old concrete girder: strain and crack detection
„Concrete tomograph” – strain and temperature evolution at early stageWeiterlesen„Concrete tomograph” – strain and temperature evolution at early stage