Concrete giders with integrated distributed strain and shape monolithic sensorsWeiterlesenConcrete giders with integrated distributed strain and shape monolithic sensorsPEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshPEBSTER (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 meshCFA concrete column: strains & shape analysis during mechanical load testsWeiterlesenCFA concrete column: strains & shape analysis during mechanical load testsOne of the largest concrete bridge in Poland – distributed crack detectionWeiterlesenOne of the largest concrete bridge in Poland – distributed 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 giders with integrated distributed strain and shape monolithic sensorsWeiterlesenConcrete giders with integrated distributed strain and shape monolithic sensors
PEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (5×5 m): strains and displacements in piled embankment with a steel mesh
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
CFA concrete column: strains & shape analysis during mechanical load testsWeiterlesenCFA concrete column: strains & shape analysis during mechanical load tests
One of the largest concrete bridge in Poland – distributed crack detectionWeiterlesenOne of the largest concrete bridge in Poland – distributed crack detection
„Concrete tomograph” – strain and temperature evolution at early stageWeiterlesen„Concrete tomograph” – strain and temperature evolution at early stage