Experimentally informed modeling of the early-age stress evolution in cementitious materials using exponential conversion from creep to relaxation

The use of additive manufacturing in self-healing cementitious materials: A state-of-the-art review

Development of an Innovative Extension for Fatigue Life Monitoring Using a Piezoelectric Sensor

Two scale models for fracture behaviours of cementitious materials subjected to static and cyclic loadings

An analytical equation to predict mortar spalling at laboratory scale

Structural behaviour of reinforced concrete beams with self-healing cover zone as lost formwork

Pre-demolition concrete waste stream identification: classification framework

The role of eigen-stresses on apparent strength and stiffness of normal, high strength, and ultra-high performance fibre reinforced concrete

Effects of temperature on autogenous deformation and early-age stress evolution in cement pastes with low water to cement ratio

An approach to develop set-on-demand 3D printable limestone-calcined clay-based cementitious materials using calcium nitrate

Non-destructive screening methodology based on handheld XRF for the classification of concrete: cement type-driven separation

ASR: Insights into the cracking process via lattice fracture simulation at mesoscale based on the chemical reactions at microscale

Effects of 3D Concrete Printing Phases on the Mechanical Performance of Printable Strain-Hardening Cementitious Composites

Numerical study of interactive ingress of calcium leaching, chloride transport and multi-ions coupling in concrete

Lattice modelling of early-age creep of 3D printed segments with the consideration of stress history

Does early age creep influence buildability of 3D printed concrete? Insights from numerical simulations

基于分段步进式弹塑性格构模型的混凝土破坏过程细观模拟

Distribution of porosity surrounding a microfiber in cement paste

Improving structural build-up of limestone-calcined clay-cement pastes by using inorganic additives

Ultra-thin Strain Hardening Cementitious Composite (SHCC) layer in reinforced concrete cover zone for crack width control