Prediction of autogenous shrinkage of cement pastes as poro-visco-elastic deformation

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Cementitious materials show anomalous behaviour during capillary imbibition: a lack of linearity of the mass gain versus the square root of time. This is considered to be caused by the water retention in the calcium silicate (C-S-H) structure (and conseque ...

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In typical reinforced concrete design, reinforcement is designed to carry axial forces, but it can also resist transversal forces by dowel action. This is usually neglected for simplicity's sake in the design phase, but it can be accounted for either expli ...

Small scale (1:30-1:40) Reinforced Concrete is useful for centrifuge testing. However, manufacturing the reinforcing cages by hand at this scale is practically difficult. This paper suggests that small scale reinforcement can be manufactured using a metal ...

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Several boreholes were drilled for site comparison of a deep geological repository (DGR) in Northern Switzerland. The main target of the exploration program was the >100m thick Opalinus Clay, the designated host rock encountered at approximately 450 to 100 ...

This work introduces a new methodology to predict the fatigue life of viscoelastic materials by considering the creep effect on fatigue behavior under the concurrent effects of stress level, stress ratio, and temperature. The model established based on the ...

This data package supports the publication 'Complexity of crack front geometry enhances toughness of brittle solids' by Xinyue Wei, Chenzhuo Li, Cían McCarthy, and John M. Kolinski Nature physics (2024) - https://doi.org/10.1038/s41567-024-02435-x DOI: 1 ...

There is described a mouthguard comprising an externally exposed impact protective region defined by a first material property and configured to cover a front tooth, an internally exposed occlusional cushioning region defined by a second material property ...

Prediction of autogenous shrinkage of cement pastes as poro-visco-elastic deformation

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Pedagogy of an interdisciplinary, hands-on workshop to design and build floor systems with reused materials

Understanding imbibition in cementitious materials including C-S-H strain measurement and geometric restriction

Influence of model uncertainty and long term deformations in action effects calculation in reinforced concrete structures

Experimental and analytical investigation of shear-reinforced concrete and dowel action

Reusability assessment of reinforced concrete components prior to deconstruction from obsolete buildings

Decarbonization potential of steel fibre-reinforced limestone calcined clay cement concrete one-way slabs

Contributions to rebar-to-concrete interaction and its structural implications for design and monitoring applications

A concrete answer for circular construction: three prototypes reusing saw-cut elements

Experimental investigation of dowel action in reinforcing bars using refined measurements

Additively manufactured steel reinforcement for small scale reinforced concrete modeling: Tensile and bond behavior

Shear and steel-fibre reinforcement for the punching resistance of flat slabs at internal and edge columns

Computational Homogenization for Inverse Design of Surface-based Inflatables

Structural component reuse of precast and cast-in-place reinforced concrete in architecture since the late 1960s in Europe

Modeling friction and wear using an adaptive discrete-continuum coupling

Estimation of the bar stress based on crack width measurements in reinforced concrete structures

FLO:RE – A new floor system made of reused reinforced concrete and steel elements

Insights from an extensive triaxial testing campaign on a shale for comparative site characterization of a deep geological repository

A novel fatigue life prediction methodology based on energy dissipation in viscoelastic materials, synergistic effects of stress level, stress ratio, and temperature

Dataset for "Complexity of crack front geometry enhances toughness of brittle solids"

Customized modular multi-material mouthguard and method of making the same