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Analysis of factors influencing the maximum continuous printing height of 3D printed concrete
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- Conference Paper
- C1
- open access
Adhesive properties of fresh cementitious materials as measured by the tack test
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Development of a stepwise adjusting direct stiffness method approach for the assessment of existing concrete structures
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Failure modes of hollow core slabs taking into account compressive membrane action
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Reinforced concrete tunnel lining under RWS heating curve, followed by a cooling branch
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Topology optimization of structural beam systems considering 3D concrete printing technology constraints
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The relation between concrete crack width and rebar corrosion level validated on a large set of experimental data
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Adjusted partial factor based assessment criterion for bridge management
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- Conference Paper
- C1
- open access
Strategies for numerical simulation of 3D concrete printing : voxel-based versus extrusion-based meshing
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Partial factor based assessment of existing concrete structures : new developments and applications