Mostert Jean-Pierre¶
Information
- ORCID
- 0009-0006-4222-1540
- First Contribution
- 2022-06-29
- Last Contribution
- 2025-10-31
- Number Contributions
- 9
- Number Citations
- 27
Top Co-Authors
- Kruger Jacques (9)
- Bos Freek (2)
- Isa Muhammed (2)
- Lombois-Burger Hélène (2)
- Monte Renata (2)
Top Cited Articles
Persons This Author Cites the Most
- van Zijl Gideon (32)
- Kruger Jacques (29)
- Bos Freek (18)
- Salet Theo (14)
- Wolfs Robert (14)
Persons This Author Is Cited Most By
- Kruger Jacques (3)
- van Zijl Gideon (3)
- Ghoshal Sib (2)
- Teng Fei (2)
- Yang Minxin (2)
- Mostert Jean-Pierre, Kruger Jacques (2025-10)
Numerically Optimised Filament Surface Topology Towards Maximum Bond Strength in 3D Printed Concrete - Mostert Jean-Pierre, Kruger Jacques (2025-07)
Reducing Anisotropic Behaviour of 3D Printed Concrete Through Interlocked Filaments - Mechtcherine Viktor, Muthukrishnan Shravan, Robens-Radermacher Annika, Wolfs Robert et al. (2025-06)
Compressive Strength and Modulus of Elasticity:
Mechanical Properties of 3D Printed Concrete - Wolfs Robert, Versteege Jelle, Santhanam Manu, Bhattacherjee Shantanu et al. (2025-06)
Flexural and Tensile Strength:
Mechanical Properties of 3D Printed Concrete - Mostert Jean-Pierre, Kruger Jacques (2025-06)
Improving Shear and Flexural Performance of Macroscale 3D Printed Concrete Beams Through Filament Interlocking - Mostert Jean-Pierre, Kruger Jacques (2024-09)
Improving Durability Performance of 3D Printed Concrete via Topological Interlocking of Layers - Cicione Antonio, Kruger Jacques, Mostert Jean-Pierre, Walls Richard et al. (2022-09)
The Effect of Wind on 3D Printed Concrete Inter-Layer Bond Strength Based on Machine Learning Algorithms - Kruger Jacques, Mostert Jean-Pierre, Zijl Gideon (2022-06)
A Strain-Based Constitutive Model Ensuring Aesthetic 3D Printed Concrete Structures:
Limiting Differential Settlement of Filaments - Mostert Jean-Pierre, Kruger Jacques (2022-06)
Interlocking 3D Printed Concrete Filaments Through Surface Topology Modifications for Improved Tensile Bond Strength