@article {523, title = {Concrete material science: Past, present, and future innovations}, journal = {Cement and Concrete Research}, volume = {Volume 112}, year = {2018}, month = {Oct-01-2018}, pages = {5-24}, abstract = {

Concrete is flying off, but it is simultaneously facing tremendous challenges in terms of environmental impact, financial needs, societal acceptance and image. Based on an historical approach of the science of concrete and reinforced concrete in particular, this paper calls for the exploration of radical changes in three key aspects of concrete use: reinforcement, binder content, and implementation methods. More precisely, it is suggested that, in parallel to the introduction of robotic fabrication methods, digital technologies may be key for the introduction several innovations like (i) rebar-free reinforcement using non-convex granular media; (ii) compression-optimized concrete structures, using topology optimization, architectural geometry, and 3D-printing or origami-patterned formworks; (iii) truly digital concrete through the coupling of massive data collection and deep learning.

CCR DIGITAL CONCRETE.pdf

Fig. 1. Top: Comparative evolution of the post-WWII global cement, steel, and plastic{\textellipsis}

Fig. 2. Top: The four beams on this figure have the same load bearing capacity

Fig. 3. (a): A {\textquotedblleft}deterministic{\textquotedblright} or regular Apollonian packing of disks in a circular{\textellipsis}

Fig. 4. A surface area vs particle size plot for the different granular populations -{\textellipsis}

Fig. 5. Minimum porosity of 17 different concretes, plotted vs the ratio between the{\textellipsis}

Fig. 6. Schematic illustration of the difference between an Apollonian packing (a) and{\textellipsis}

Fig. 7. Two perturbations occurring in a dense assembly of particles with at least two{\textellipsis}

Fig. 8. SEM images of cement pastes hydrated without (a and c) or with (b and d){\textellipsis}

Fig. 9. Binder intensity index as a function of 28days strength for close to one{\textellipsis}

Fig. 10. Entangled assemblages of non-convex particles which could provide{\textellipsis}

Fig. 11. Free-form architecture with UHPFRC concrete: (A) Curved panels of the Louis{\textellipsis}

Fig. 12. (A) Aircraft hangar, Orvieto, architect-engineer Pier Luigi Nervi, 1935; (B) A{\textellipsis}

Fig. 13. Cartoon depicting a paradigm for transformative evolution of research on{\textellipsis}

}, issn = {00088846}, doi = {10.1016/j.cemconres.2018.05.002}, url = {https://www.sciencedirect.com/science/article/pii/S0008884618300802}, author = {Henri Van Damme} } @proceedings {333, title = {Creep of Clay: Numerical Results at the Scale of a Layer and Experimental Results at the Scale of Thin Self-Standing Films}, journal = {10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete StructuresCONCREEP 10}, volume = {CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES }, year = {2015}, month = {Sep-17-2015}, pages = {531-536}, publisher = {American Society of Civil Engineers}, address = {September 21{\textendash}23, 2015, Vienna, AustriaReston, VA}, abstract = {

This work focuses on the creep of clay-based materials, which exhibit significant analogies with cement-based materials. Here, we studied the creep of clay at two scales and with two techniques: numerically (with molecular simulations) at the scale of a clay layer (nm), and experimentally at the scale of thin self-standing clay films (few dozen m). At the scale of the clay layer, numerical simulations showed that the shear rate was constant over time and an affine function of the shear stress. Creep experiments showed that, after a transient period, the creep function of our thin self-standing clay films was a logarithmic function of time. A comparison of the results obtained at the two scales shows that the origin of the logarithmic feature of clay creep must at least partly originate from a scale greater than that of an individual clay layer. By analogy, such result is likely to hold for cementitious materials, which are also known to creep logarithmically with respect to time in the long term: the origin of this logarithmic feature is likely to stem at least partly from a scale greater than the scale of an individual C-S-H layer.

}, doi = {10.1061/978078447934610.1061/9780784479346.064}, author = {Benoit Carrier and Matthieu Vandamme and Roland Jean-Marc Pellenq and Henri Van Damme}, editor = {Hellmich, Christian and Pichler, Bernhard and Kollegger, Johann} }