Thermal-shrinkage strains of GRP composite pipe in the laboratoryWeiterlesenThermal-shrinkage strains of GRP composite pipe in the laboratoryThe 2nd bridge in Germany with embedded strain and crack distributed sensorsWeiterlesenThe 2nd bridge in Germany with embedded strain and crack distributed sensorsStrains in concrete column under laboratory conditionsWeiterlesenStrains in concrete column under laboratory conditionsStrain sensing and crack detection during simulation of column failureWeiterlesenStrain sensing and crack detection during simulation of column failureStrain and temperature measurements in bentonite and polymer concrete pilesWeiterlesenStrain and temperature measurements in bentonite and polymer concrete pilesStrain and shape measurements in composite pipelinesWeiterlesenStrain and shape measurements in composite pipelinesPrestressed T-shaped girders: strain, crack, stress and shape sensingWeiterlesenPrestressed T-shaped girders: strain, crack, stress and shape sensingConcrete 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 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 field zurück1 2
Thermal-shrinkage strains of GRP composite pipe in the laboratoryWeiterlesenThermal-shrinkage strains of GRP composite pipe in the laboratory
The 2nd bridge in Germany with embedded strain and crack distributed sensorsWeiterlesenThe 2nd bridge in Germany with embedded strain and crack distributed sensors
Strains in concrete column under laboratory conditionsWeiterlesenStrains in concrete column under laboratory conditions
Strain sensing and crack detection during simulation of column failureWeiterlesenStrain sensing and crack detection during simulation of column failure
Strain and temperature measurements in bentonite and polymer concrete pilesWeiterlesenStrain and temperature measurements in bentonite and polymer concrete piles
Strain and shape measurements in composite pipelinesWeiterlesenStrain and shape measurements in composite pipelines
Prestressed T-shaped girders: strain, crack, stress and shape sensingWeiterlesenPrestressed T-shaped girders: strain, crack, stress and shape sensing
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
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