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 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 detectionMonolithic 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 3 4 5
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
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