Prestressed T-shaped girders: strain, crack, stress and shape sensingRead MorePrestressed T-shaped girders: strain, crack, stress and shape sensingPEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshConcrete giders with integrated distributed strain and shape monolithic sensorsRead MoreConcrete giders with integrated distributed strain and shape monolithic sensorsPEBSTER (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 meshMonolithic 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 field Prev1 2
Prestressed T-shaped girders: strain, crack, stress and shape sensingRead MorePrestressed T-shaped girders: strain, crack, stress and shape sensing
PEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (5×5 m): strains and displacements in piled embankment with a steel mesh
Concrete giders with integrated distributed strain and shape monolithic sensorsRead MoreConcrete giders with integrated distributed strain and shape monolithic sensors
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
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