Sewer concrete collector refurbishment: strains, cracks and displacement measurementsWeiterlesenSewer concrete collector refurbishment: strains, cracks and displacement measurementsConcrete truck scale platforms: strain and crack analysis from hardening to loadingWeiterlesenConcrete truck scale platforms: strain and crack analysis from hardening to loadingConcrete slab strengthened with FRP composites: strains & cracksWeiterlesenConcrete slab strengthened with FRP composites: strains & cracksConcrete giders with integrated distributed strain and shape monolithic sensorsWeiterlesenConcrete giders with integrated distributed strain and shape monolithic sensorsConcrete cylinders – mechanical strains under laboratory conditionsWeiterlesenConcrete cylinders – mechanical strains under laboratory conditionsMonolithic 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 zurück1 2
Sewer concrete collector refurbishment: strains, cracks and displacement measurementsWeiterlesenSewer concrete collector refurbishment: strains, cracks and displacement measurements
Concrete truck scale platforms: strain and crack analysis from hardening to loadingWeiterlesenConcrete truck scale platforms: strain and crack analysis from hardening to loading
Concrete slab strengthened with FRP composites: strains & cracksWeiterlesenConcrete slab strengthened with FRP composites: strains & cracks
Concrete giders with integrated distributed strain and shape monolithic sensorsWeiterlesenConcrete giders with integrated distributed strain and shape monolithic sensors
Concrete cylinders – mechanical strains under laboratory conditionsWeiterlesenConcrete cylinders – mechanical strains under laboratory conditions
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