Fracture Mechanics of Concrete and Concrete Structures

›9:00 (1h30)

Plenary Lectures
C. La Borderie

› Amphi 400

9:00 - 10:30 (1h30)

Plenary Lectures

Amphi 400

C. La Borderie

› Digital transformation - A great opportunity to bring civil engineers and researchers closer together and attract talented graduates for upcoming challenges : - Ghavamian, Shahrokh, Numerical Engineering & Consulting Services [Sceaux] 09:00-09:40 (40min)

› Meso-scale finite element modeling of Alkali-Silica-Reaction (ASR) effect in concrete - Roozbeh Rezakhani, École Polytecnhique Fédérale de Lausanne (EPFL) 09:40-10:05 (25min)

› Spatial Damage Sensing Based on Multifunctional Cementitious Materials - Mo Li, University of California - Irvine 10:05-10:30 (25min)

›10:30 (30min)

Coffee break

10:30 - 11:00 (30min)

Coffee break

›11:00 (1h40)

MS3 : Non-destructive testing (Eric Landis)
E. Landis & M. Li

› Amphi 400

11:00 - 12:40 (1h40)

MS3 : Non-destructive testing (Eric Landis)

Amphi 400

E. Landis & M. Li

› Evaluation Of Interface Fracture In Model Concrete - Taisuke Natsume, Tohoku University - SONOKO ICHIMARU, University of California , Davis - HIDEKI NAITO, Tohoku University - John Bolander, University of California , Davis 11:00-11:20 (20min)

› Non-destructive evaluation of the fibre content and anisometry in thin UHPFRC elements - Mário Pimentel, University of Porto, Faculty of Engineering, CONSTRUCT 11:20-11:40 (20min)

› Use of X-ray computated tomography as input for fracture modelling of cement paste-aggregate interface - Hongzhi Zhang, Delft University of Technology 11:40-12:00 (20min)

› Study on Estimation of Distribution of Chloride Ions Content on Surface Area of Concrete Member Combining Electromagnetic Wave Method and X-ray Fluorescence Method - Toshiaki MIZOBUCHI, Hosei University 12:00-12:20 (20min)

› Nondestructive Measurement of Concrete Deterioration by Simultaneous Neutron and X-Ray Quantitative Computed Tomograph - Richard Livingston, University of Maryland [College Park] 12:20-12:40 (20min)

›11:00 (1h40)

MS11 : Fracture and durability of structures (H. Mang, B. Pichler & Y. Yuan)
B. Pichler

› Amphi A

11:00 - 12:40 (1h40)

MS11 : Fracture and durability of structures (H. Mang, B. Pichler & Y. Yuan)

Amphi A

B. Pichler

› The Development of Mesoscopic Structural Analysis for Mechanical Property Reduction of Concrete Damaged by Expansion Cracking due to ASR - Taito Miura, Nagoya University 11:00-11:20 (20min)

› Ductile-to-brittle transition in fiber-reinforced brittle-matrix composites: Scale and fiber volume fraction effects - Federico Accornero, Politecnico di Torino [Torino] 11:20-11:40 (20min)

› Frost damage progression studied through X-Ray tomography in mortar with Phase Change Materials - Claudia Romero Rodriguez, Delft University of Technology 11:40-12:00 (20min)

› Fracture Properties of Alkali Activated Mortars - Giulia Baietti, University of Bologna 12:00-12:20 (20min)

› Study of the effect of flax fibers on the fracture behavior of earth concrete by simultaneous application of digital image correlation and acoustic emission - nathalie kouta, university of bordeaux 12:20-12:40 (20min)

›11:00 (1h40)

MS9 : Multiscale modeling of brittle damage processes (E. Chatzi, S. Triantafyllou & K. Agathos)
R. Rezakhani, G. Etse

› Amphi B

11:00 - 12:40 (1h40)

MS9 : Multiscale modeling of brittle damage processes (E. Chatzi, S. Triantafyllou & K. Agathos)

Amphi B

R. Rezakhani, G. Etse

› Experiments-based multi-scale modeling of the alkali-silica reaction in concrete - Emil Gallyamov, Ecole Polytechnique Federale de Lausanne (EPFL) 11:00-11:20 (20min)

› FE mesoscopic modelling of a micro-concrete based on x-ray scan morphologies - Emmanuel Roubin, Laboratoire sols, solides, structures - risques [Grenoble] 11:20-11:40 (20min)

› On the micro-to-macro transition of reinforcement slip in two-scale modelling - Adam Sciegaj, Chalmers University of Technology 11:40-12:00 (20min)

› Multiscale Concrete Failure Analysis with Virtual Elements and Interf - Guillermo Etse, CONICET and University of Buenos Aires 12:00-12:20 (20min)

›11:00 (1h40)

MS4 : Discrete modelling (John Bolander & Gianluca Cusatis)
J. Elias

› Room 20

11:00 - 12:40 (1h40)

MS4 : Discrete modelling (John Bolander & Gianluca Cusatis)

Room 20

J. Elias

› Quasi-Visco-Elasto-Plastic Constitutive Model of Concrete for Fatigue Simulation - Naoshi UEDA, Kansai University 11:00-11:20 (20min)

› Investigations of size effect in concrete at aggregate level using discrete element method based on x-ray micro-CT scans - Jacek Tejchman, Gdańsk University of Technology 11:20-11:40 (20min)

› DEM Investigations of Effect of Interfacial Transition Zones on Concrete Fracture - Michał Nitka, Gdańsk University of Technology 11:40-12:00 (20min)

› Bond Behavior Simulation using RBSM with Beam Element and Voronoi Mesh - Usman Farooq, Nagoya University, Department of Civil Engineering 12:00-12:20 (20min)

› Mesoscale Numerical Study Of Aggregate Size In Concrete By Discrete Element Method - 12:20-12:40 (20min)

›11:00 (1h40)

F : Structural concrete applications.
G. Ruiz

› Room 22

11:00 - 12:40 (1h40)

F : Structural concrete applications.

Room 22

G. Ruiz

› Fiber Reinforced Concrete. From flexural tests to solid slabs - Marco Di Prisco, Politecnico di Milano 11:00-11:20 (20min)

› Planar crack assumption as an alternative to Navier's hypothesis in the modelling of fiber-reinforced concrete sections - Jacinto R. Carmona, Universidad Politécnica de Madrid 11:20-11:40 (20min)

› Local axial compressive behaviors of ECC ring-beam Connections - Dong Bingqing, Nanjing Southeast University 11:40-12:00 (20min)

› Study Of The Relationship Between Residual Flexural And Compressive Strengths In Steel Fiber-Reinforced Concrete By Means Of The Response Surface Methodology - Angel de la Rosa, University of Castilla-La Mancha 12:00-12:20 (20min)

› Performance Characteristics and Durability of Cement Grout in Precast Construction - APPA RAO GANGOLU, Indian Institute of Technology Madras 12:20-12:40 (20min)

›12:40 (1h20)

Lunch

12:40 - 14:00 (1h20)

Lunch

›14:00 (1h45)

E : Novel cementitious and/or other quasi-brittle materials 
J.M. Chandra Kishen

› Amphi A

14:00 - 15:45 (1h45)

E : Novel cementitious and/or other quasi-brittle materials 

Amphi A

J.M. Chandra Kishen

› Compression Behavior Of Cementitious Cellular Composites With Negative Poisson's Ratio - Xu Yading, Delft University of Technology 14:00-14:20 (20min)

› Anisotropic tensile behaviour of UHPFRC: meso-scale model and experimental validation - Mário Pimentel, University of Porto, Faculty of Engineering, CONSTRUCT 14:20-14:40 (20min)

› New Cementitious Composite Developments with Three Dimensional Fabric Meshes - Ji Woon Park, Yonsei University 14:40-15:00 (20min)

› On the synergetic action between strain-hardening cementbased composites (SHCC) and carbon textile reinforcement - Ting Gong, Institute of Construction Materials, Technische Universität Dresden - Ameer Hamza Ahmed, Institute of Construction Materials, Technische Universität Dresden - Iurie Curosu, Institute of Construction Materials, Technische Universität Dresden - Viktor Mechtcherine, Institute of Construction Materials, Technische Universität Dresden 15:00-15:20 (20min)

› Creating strain hardening cementitious composites (SHCCs) through use of additively manufactured polymeric meshes as reinforcement - Branko Savija, Delft University of Technology 15:20-15:40 (20min)

›14:00 (1h45)

MS9 : Multiscale modeling of brittle damage processes (E. Chatzi, S. Triantafyllou & K. Agathos)
C. La Borderie

› Amphi B

14:00 - 15:45 (1h45)

MS9 : Multiscale modeling of brittle damage processes (E. Chatzi, S. Triantafyllou & K. Agathos)

Amphi B

C. La Borderie

› Test Independent Identification of Fracture Parameters of Plain Concrete based on a Cohesive XFEM Formulation - Yunus Emre Harmanci, Swiss Federal Laboratories for Materials Science and Technology [Dübendorf], Institute of Structural Engineering, ETH Zurich - Konstantinos Agathos, Institute of Structural Engineering, ETH Zurich - Eleni Chatzi, Institute of Structural Engineering, ETH Zurich 14:00-14:20 (20min)

› A microscopically-informed modelling approach of damage in cement-based materials - ABDERRAHMANE RHARDANE, Institut de Recherche en Génie Civil et Mécanique 14:20-14:40 (20min)

› Micromechanical Analysis of Fatigue Damage in Concrete Caused by Matrix Microcracks - Sudakshina Dutta, PhD student 14:40-15:00 (20min)

› Comparison Between The Cracking Process Of Reinforced Concrete And Fibres Reinforced Concrete Railway Tracks By Using Non-Linear Finite Elements Analysis - Pierre ROSSI, Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux 15:00-15:20 (20min)

› A Scaled Boundary Multiscale Approach to Crack Propagation - Adrian Egger, Institute of Structural Engineering, ETH Zurich 15:20-15:40 (20min)

›14:00 (1h45)

MS4 : Discrete modelling (John Bolander & Gianluca Cusatis)
J. Bolander

› Room 20

14:00 - 15:45 (1h45)

MS4 : Discrete modelling (John Bolander & Gianluca Cusatis)

Room 20

J. Bolander

› Mesoscale analysis for the bond behavior of concrete under active confinement using coupled RBSM and solid FEM - MUHAMMAD SHOAIB KARAM, Nagoya University 14:00-14:20 (20min)

› Simulations of split hopkinson pressure bar by discrete mesoscale model - 14:20-14:40 (20min)

› Collapse Simulation of Reinforced Concrete Including Localized Failure and Large Rotation using Extended RBSM - Yoshihito Yamamoto, Nagoya University 14:40-15:00 (20min)

› A Concurrent Two-Scale Approach for High Strength Concrete - Luís A.G. Bitencourt Jr., Polytechnic School at the University of São Paulo 15:00-15:20 (20min)

› Semi-discrete simulation of inferface behavior during single fiber pull-out with application to dynamically loaded fiber-reinforced cementitious composites - BONHWI CHOO, Yonsei University 15:20-15:40 (20min)

›14:00 (1h45)

F : Structural concrete applications.
M. di Prisco

› Room 22

14:00 - 15:45 (1h45)

F : Structural concrete applications.

Room 22

M. di Prisco

› Fracture Mechanism of Reinforced Concrete Non-Structural Wall - Miki Matsubayashi, Muroran Institute of Technology 14:00-14:20 (20min)

› Strut Efficiency Factors in Design of Reinforced Concrete Deep Beams - ramakrishnan kondalraj, Indian Institute of Technology Madras 14:20-14:40 (20min)

› The contribution of steel fibers to increase the ductility and service life in rc beams and slabs - Túlio Nogueira Bittencourt, Escola Politecnica da Universidade de Sao Paulo [Sao Paulo] 14:40-15:00 (20min)

› A Literature Review about the Head-size effect on the Capacity of Cast-in Anchors - Giovanni Muciaccia, Politecnico di Milano 15:00-15:20 (20min)

› Fracture mechanics based design of reinforced concrete beams-An analytical study - Sri Kalyana Rama Jyosyula, Vignana Bharathi Institute of Technology, Birla Institute of Technology and Science, Pilani-Hyderabad Campus 15:20-15:40 (20min)

›14:00 (1h45)

MS1 : Self healing of concrete (Erik Schlangen)
A. Jefferson

› Amphi 400

14:00 - 15:45 (1h45)

MS1 : Self healing of concrete (Erik Schlangen)

Amphi 400

A. Jefferson

› Understanding Intrinsic Self-Healing Process and Robustness Along Crack Depth in Cementitious Materials - Mo Li, University of California - Irvine 14:00-14:25 (25min)

› Enhanced concrete crack closure with hydrid shape memory polymer tendons - Brunella Balzano, Cardiff School of Engineering [Cardiff] 14:25-14:45 (20min)

› Modeling autogenous healing of High-Performance Fiber-Reinforced Cementitious Composites (HPFRCCs) via a discrete model - Antonio Cibelli, Politecnico di Milano [Milan] 14:45-15:05 (20min)

› Why Nominal Cracking Strength Can Be Lower for Later Cracks in Strain-Hardening Cementitious Composites with Multiple Cracking? - Jing Yu, Hong Kong University of Science and Technology 15:05-15:25 (20min)

›15:40 (1h20)

Coffee break and farewell drinks

15:40 - 17:00 (1h20)

Coffee break and farewell drinks