Parallel Sessions (PM1) Day 2 2 Hours
1:00 pm – 3:00 pm (CDT), UTC -5
Various talks held in parallel.
Session 1.5 Fracture and Size Effect
Chair Giovanni Di Luzio
275 A new insight on size effect of concrete notched beams – Mohammod Minhajur Rahman, Case Western Reserve University
176 Roughness effects of crack surfaces on the elastic moduli of cracked rocks – Bo-Ye Fu, Chinese Academy of Sciences
331 Cracking and fracture of cement exposed to calcium leaching– Patience Raby, University of New Mexico
389 Fracture in a swelling medium – Jacques M. Huyghe, University of Limerick
Session 2.5 Creep, Damage, and Fracture
Chair Franz-Joseph Ulm
355 A sand plasticity model accounting particle breakage under cyclic loading – Mohd Saqib, Indian Institute of Technology Kanpur
203 Coupled damage-creep analysis of nuclear irradiated concrete – Yuxiang Jing, University of Colorado Boulder
324 Basic creep and fracture response of fine recycled aggregate concrete – Ange Akono, Northwestern University
230 Experimental and theoretical analysis on pre-cracked fiber reinforced concrete under sustained flexural load – Victor Nogueira Lima, Pontifícia Universidade Católica do Rio de Janeiro
360 Derivation of a consistent life-time prediction approach of bonded anchors in concrete under sustained loads – Wouter Botte, Ghent University
401 Identification of concrete damage using a synthesis of multiscale damage simulation, wave propagation and machine learning – Guenther Meschke, Ruhr University Bochum
Session 3.5 Ultra-High Performance Concrete and (Self) Healing
Chair Roman Wan-Wendner
178 Durability and mechanical property improvement of ultra-high performance concrete with carbon nanofibers – Linfei Li, University of Colorado Boulder
364 Discrete modelling of deterministic size effect of normal-strength and ultra-high performance concrete under compression – Lin Wan-Wendner, Politecnico di Milano
225 A numerical model for the self-healing of Ultra-High-Performance Fibre-Reinforced Cementitious Composites (UHPFRCCs) – Antonio Cibelli, Politecnico di Milano
196 The simulation of transient damage-healing processes in self-healing cementitious materials –Brubeck Freeman, Cardiff University
302 Self-sealing mechanisms of fractured rock –Michael Spaeth, Karlsruhe Institute of Technology
Session 4.5 Mass Transfer, Part 1
Chair David Gregoire
191 Multiphysics lattice discrete particle modeling of the moisture migration in concrete at high temperature – Lei Shen, Hohai University
175 Homogenization of discrete model for fluid transport in porous material – Jan Elias, Brno University of Technology
318 Simulation of moisture variation in concrete due to wetting and drying cycles using a discrete network model – Dheeraj Waghmare, The University of Tokyo
328 A novel coupled DEM-CFD approach to modelling of capillary driven two-phase water flow in unsaturated concrete – Marek Krzaczek, Gdansk University of Technology
195 Experimental development to observe the impact of thermal gradients and chemical reactions on the diffusion of salts in water –Ange T. Ndjaka, L’Université de Pau et des Pays de l’Adour
235 Convective dissolution of CO2 into brines –Paul Fruton, L’Université de Pau et des Pays de l’Adour
Session 5.5 Modeling and Applications
Chair Gilles Pijaudier-Cabot
163 A linear constitutive model for unsaturated poroelasticity – Alexander Cheng, University of Mississippi
214 An unsaturated poroelastic model considering the equivalent pore-pressure concept for borehole stability in a porous rock saturated with oil and gas – Jiajia Gao, Southwest Petroleum University
271 Application of unsaturated poroelasticity to shales – Hyunbin Kim, University of Illinois at Urbana-Champaign
290 Numerical analysis of rainfall induced landslide by a phase- field method for partially saturated media – Meng Wang, University of Lille
254 Monolithic multigrid methods for Biot’s equations – Marco Favino, University of Lausanne
220 Optimization of the fixed-stress splitting scheme for Biot’s equations – Erlend Storvik, University of Bergen
Session 6.5 Atomistic, Granular, and Particle Approaches, Part 2
Chair Alessandro Rotta Loria
294 The role of topological disorder and phase morphology on the dissolution kinetics of supplementary cementitious materials – Luis Ruiz Pestana, University of Miami
390 A molecular dynamics learned mixing rule understanding of the multiscale hygromechanical behavior of wood – Jan Carmeliet, Eidgenössische Technische Hochschule Zürich
404 Capillary phase transition in (dis)ordered porous media & the effect of confinement: granular aggregates vs. porous solids – Siavash Monfared, California Institute of Technology
413 Mechanical properties of swelling clays are influenced by clay-fluid molecular interactions – Dinesh Katti, North Dakota State University
391 A molecular dynamics informed multiscale understanding of the moisture induced shape memory behavior of wood – Dominique Derome, Université de Sherbrooke
167 Effective acoustic properties of suspensions containing poroelastic inclusions. –Mikhail Markov, Instituto Mexicano del Petróleo