One 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 concreteCable-stayed bridge with steel anchorage: detection of stress concentrationsWeiterlesenCable-stayed bridge with steel anchorage: detection of stress concentrationsAnchorage 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„Concrete tomograph” – strain and temperature evolution at early stageWeiterlesen„Concrete tomograph” – strain and temperature evolution at early stage zurück1 … 3 4 5 6
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
Cable-stayed bridge with steel anchorage: detection of stress concentrationsWeiterlesenCable-stayed bridge with steel anchorage: detection of stress concentrations
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
„Concrete tomograph” – strain and temperature evolution at early stageWeiterlesen„Concrete tomograph” – strain and temperature evolution at early stage