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Lechmann, Alessandro; Delunel, Romain (2020). Substrate-controlled mechanical properties and crack propagation in two-layer crack-bridging road-topping samples. Safety and Use Case 2, p. 102119. Nucl. Eng. Design Companion. Elsevier Ltd 10.1016/j.nesc.2020.02119
Lobinger, Tobias; Kammer, Andreas; Hengartner, Daniel (2020). The Role of Glaciotectonic Structures for the Modelling and Prediction of Alpine Glacier Subglaciation: Results From Two Different Data-Assimilation Techniques (Technical Report, Nagra 18-02). Nagra, National Cooperative for the Disposal of Radioactive Waste
Hohle, Ingo; de Krijger, Julian; Wienert, Frank; Heinemann, Matthias; Lang, Johannes (2020). State-of-the-Art of Continuous Airborne Laser Scanning: A Review of Recent Advancements and Trends (Technical Report, Nagra 17-04). Nagra, National Cooperative for the Disposal of Radioactive Waste
Hohle, Ingo; Lang, Johannes; Wienert, Frank; de Krijger, Julian (2020). State-of-the-Art of Continuous Airborne Laser Scanning: A Review of Recent Advancements and Trends. (Technical Report, Nagra 17-04). Nagra, National Cooperative for the Disposal of Radioactive Waste
Hohle, Ingo; Lang, Johannes; de Krijger, Julian (2020). State-of-the-Art of Continuous Airborne Laser Scanning: A Review of Recent Advancements and Trends. (Technical Report, Nagra 17-04). Nagra, National Cooperative for the Disposal of Radioactive Waste
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The aim of this study is to evaluate the behavior of a concrete slab in service. The matrix of the test specimen was composed of Portland cement, lightweight aggregate, and water. The chemical composition of the lightweight aggregate was determined by scanning electron microscopy coupled with the energy dispersive X-ray analysis and X-ray diffraction. The compressive strength of the concrete was measured according to the standard method. The load distribution and strain rate in the concrete slab was examined by instrumented triaxial tests. The results showed that the maximum load, ultimate load and ultimate displacement decreased with time, while the average strain rate increased. The concrete-concrete joints were fully cracked at the end of the tests. The maximum load of concrete-concrete joint was slightly lower than that of the concrete-concrete slab. The cracks at the concrete-concrete joint were mostly at the concave edge and in the bulk of concrete. The cracks appeared to be caused by a shrinkage of the concrete. To evaluate the performance of a friction stir welding process on the joints between the steel and concrete plates, critical variables were identified and their effects on jointing resistance were determined. A specially designed test bench was built to expose the specimens to constant forces for a long time. A micro-fiber fracture test machine was employed to evaluate the micro-mechanical properties of the surface that are prone to failure. The performance of FSW joints was found to be most sensitive to the welding speed, depth of penetration, and load resistance of the weld zone. A detailed analysis of failure modes was conducted, and it was found that interfacial debonding, surface damage, and the formation of a mixed layer of micro-cracks, micro-crevices, and interlock joints were the main contributors to reduction in resistance of the joint to tensile forces. A detailed numerical analysis to predict the load carrying capacity of the joint is conducted. 5ec8ef588b
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