| Paper-ID | Title | Authors |
|---|
Plenary lectures
|
| PL1 | Sprain energy and gap test consequences for damage localization and fracture mechanics | Z. P. Bažant, H. Xu, A. T. Nguyen, Y. Zhao |
| PL2 | Lattice and continuum damage modeling for fracture of concrete | G. Pijaudier-Cabot, J. Khoury, G. Cusatis |
| PL3 | Phase-field modeling, X-ray tomography and in-situ testing of fracture in concrete | L. De Lorenzis |
| PL4 | Introduction of dual-horizon peridynamics and nonlocal operator method | H. Ren, X. Zhuang, T. Rabczuk |
| PL5 | Fracture investigation in heterogeneous porous materials across scales | R. Nielsen, P. Newell |
| PL6 | Modeling of fracture in brittle and quasi-brittle materials using graph-based finite element approach | S. Velayudhan, A. R. Srinivasa, P. Thamburaja, J. Reddy |
MS01: Next-generation reinforced concrete: brittle behaviour and fracture mechanics assessment
|
| MS01-1:1 | High-performance reinforced concrete structures: brittleness size-scale effects | A. Carpinteri |
| MS01-1:2 | Ductile-to-brittle transition in high-performance prestressed concrete beams: new standards for a safe and effective design | F. Accornero, D. Xie, B. Kumar, A. Carpinteri |
| MS01-1:3 | Ductile-to-brittle transition in GFRP-bar reinforced concrete: bar-roughness effect on pseudo-plastic rotation capacity | F. Accornero, D. Xie, A. Carpinteri |
| MS01-2:1 | Fracture mechanics-based model for the flexural behavior of steel fiber-reinforced concrete with longitudinal reinforcement | Á. De La Rosa Velasco, G. Ruiz López, J. Ruiz Carmona |
| MS01-2:2 | Influence of tensile softening properties on shear behavior of R/FRC beams | N. Ueda, Y. Nakamichi |
| MS01-2:3 | Scale effects investigation on the mechanical behaviour of steel-fibre and steel-bar (hybrid) reinforced concrete beams | B. Kumar, C. Wang, Y. Liu, S. Zhou, Q. Ou, J. Liu, Y. Yu, F. Accornero, A. Carpinteri |
| MS01-2:4 | Preparation and fracture properties of different types of aligned steel fiber reinforced concrete | L. Qing, R. Mu, M. Li, M. Bi, X. Wang |
| MS01-2:5 | Load deformation response of concrete having alternate reinforcement forms | .-. Himanshu, B. Pal, A. Ramaswamy |
| MS01-2:6 | Stiffness degradation and fracture behaviour of textile reinforced concrete under quasi-static cyclic loading | N. Basumatary, K. Kirupakaran |
| MS01-3:1 | Implementation of the Cohesive Crack Model with the Finite Particle Method for failure analysis of reinforced concrete beams | Y. Yu, H. Chen, F. Accornero, A. Carpinteri |
| MS01-3:2 | Numerical simulations of the transition from flexural cracking to shear to flexural crushing failures in pre-notched reinforced concrete beams | H. Chen, Y. Yu, C. Li, F. Accornero, A. Carpinteri |
| MS01-3:3 | Fractal patterns for failure modes of ultra-high performance concrete | Z. Jiang, Z. Zhu |
MS02: Fatigue behavior of concrete and fiber reinforced concrete
|
| MS02-1:1 | Impact of fiber distribution on fatigue life variability in high-performance fiber-reinforced concrete | Á. Mena-Alonso, M. Á. Vicente, D. C. González, J. Mínguez |
| MS02-1:2 | A new approach to concrete fatigue S-N curves considering load application rate | M. Á. Vicente, A. Mena-Alonso, D. C. González, J. Mínguez |
| MS02-1:3 | Fatigue damage assessment of concrete using wide-range experimental data | P. Miarka, J. D. Rios, S. Seitl, V. Bílek, H. Cifuentés |
| MS02-1:4 | Enhancing matrix-fiber bond and mechanical performance with high-performance plasticizers | J. D. Ruiz-Martínez, J. D. Ríos, E. M. Pérez Soriano, H. Cifuentes, C. Leiva |
| MS02-2:1 | Nonlinear creep of concrete: the driving role of viscoelasticity and cracking-induced damage | R. Diaz Flores, C. Hellmich, B. Pichler |
| MS02-2:2 | Experimental investigation of the fatigue behavior of 3D printed steel fiber reinforced concrete | J. H. Sørensen, H. Stang |
| MS02-2:3 | Numerical study of bond behavior in single-lap shear test at meso-scale | Y. Wang, J. Vorel, C. Carloni, J. Belis, R. Wan-Wendner |
| MS02-2:4 | Structural compressive fatigue simulated via lattice discrete and microplane models | M. Aguilar, M. Vořechovský, A. Baktheer, R. Chudoba |
| MS02-2:5 | Modeling of temperature- and rate-dependent fatigue behavior of concrete capturing the thermo-viscoplastic effects on material degradation | R. Chudoba, M. Vorechovsky, M. Aguilar, A. Baktheer |
| MS02-3:1 | Effect of stress level on high cycle fatigue behavior of high strength strain hardening cementious composite (HS-SHCC) in compression | Z. Dong, J. Zhou, J. Zhao |
| MS02-3:2 | Impact of concrete moisture on the fatigue resistance of high-performance concrete under various load types | M. Markert, H. Schiewe, H. Becks, R. Chudoba, M. Classen |
| MS02-3:3 | Corrosion fatigue in reinforced concrete beams: accounting for the synergistic effects of corrosion and cyclic loading | M. A. Dar, K. M. Pervaiz Fathima |
| MS02-3:4 | On the correlation between the stable rate of deformation growth and the fatigue life in concrete | W. Kerkeni, A. Baktheer, M. Aguilar, H. Becks, M. Classen, R. Chudoba |
MS03: Monitoring of fracture in heterogeneous media
|
| MS03-1:1 | Multilevel detection of damage and repair in healable polymer-matrix composites | G. Lacidogna, B. Chiaia, G. Piana, E. Silva Cezar, F. Vecchio |
| MS03-1:2 | Monitoring of crack propagation in fiber reinforced concretes: comparison of non-destructive techniques | T. Bouillard, A. Turatsinze, J.-P. Balayssac, A. Toumi, O. Helson |
| MS03-1:3 | Role of aggregate packing in enhancing concrete fracture response: insights from in-situ high-speed imaging | N. Kanel, B. Baten, N. Garg |
| MS03-1:4 | Advanced microstructural analysis of cement-based materials: integrating x-ray computed tomography and deep learning for enhanced crack growth understanding | C. Kuang, N. Bin Jamal M, A. Michel |
| MS03-2:1 | Acoustic emission for monitoring of fracture in cementitious sandwich panels and fresh concrete | E. Korda, N. Ospitia, D. G. Aggelis |
| MS03-2:2 | Determination of fracture process zone in hybrid fiber reinforced ultra-high performance concrete using acoustic emission entropy | M. Adil Ahmed, S. Dutta |
| MS03-2:3 | Fracture assessment of small and large-scale steel fibre reinforced concrete specimens using acoustic emission and digital image correlation techniques | R. Ramanathan, K. Kirupakaran |
| MS03-2:4 | Fractal micro-cracking features in concrete under fatigue and monotonic loading | A. Mandal, J. M. Chandra Kishen |
| MS03-2:5 | Precursors for detecting impending fracture in cementitious composites using natural time analysis of acoustic emission | K. Naukhez, R Vidya Sagar, J. M. Chandra Kishen |
| MS03-3:1 | Voids detection in bonded metal/composite or concrete/composite assemblies using acousto-ultrasonic method: contribution of simulation | A. Doitrand, C. Sarr, S. Chataigner, L. Gaillet, N. Godin |
| MS03-3:2 | Characterising flexural behaviour of coarse aggregate-based 3D printed concrete beams using acoustic emission technique | S. B. Ghodke, S. R. Chowdhury, B. Singh |
| MS03-3:3 | Insights into the fracture mechanism of concrete with polypropylene fiber through acoustic emission technique | R. L. Riyar, S. Bhowmik |
| MS03-4:1 | Advances in 3D image processing to evaluate damage and fracture of high-performance concrete | A. R. Carlson, E. N. Landis |
| MS03-4:2 | To measure cracks in reinforced concrete beam without prior detection, application to diffuse cracking evaluation | G. Ewald, Y. Malecot |
| MS03-4:3 | Improvement of the acousto-ultrasonic method using model anchor bases with controlled defects | R. Johannes, N. Godin, L. Gaillet |
| MS03-4:4 | Damage due to microcracking in cementitious composites using AE frequency characteristics | N. Gupta, R. Vidya Sagar, J. M. Chandra Kishen |
MS04: Phase field approach to fracture: from materials to structures
|
| MS04:1 | Direct calibration of phase-field models for cohesive fracture and transport | M. Jirásek, M. Šmejkal, E. Korec |
| MS04:2 | Role of the weak interface on thoughening in layered brittle materials: a coupled phase field-cohesive zone model approach to fracture | A. Najmeddine, R. Moini |
| MS04:3 | A phase field damage model for micropolar continuum undergoing finite rotation: application to concrete | V. Prakash, A. K. Behera, M. M. Rahaman, D. Roy |
| MS04:4 | Finite Element modelling of cracking behaviour of reinforced concrete tensile members using a combined phase field and cohesive zone modelling approach | M. D. Barahona, C. Barris, L. Carreras |
| MS04:5 | Modeling toughening mechanisms in concrete using multiscale phase field approach | A. Surendran, J. M. Chandra Kishen |
MS05: Application of advanced computational models to challenging engineering problems
|
| MS05-1:1 | An elastoplastic phase field model for fracture in concrete based on a generalized continuum formulation | S. Abrari Vajari, M. Neuner, C. Linder |
| MS05-1:2 | Modeling concrete at high-loading rates: insights from the Material Point Method | O. A. Oropeza Navarro, J. Platen, A. Chihadeh, M. Kaliske |
| MS05-1:3 | On the numerical modelling of punching shear in flat reinforced concrete slabs by means of the finite element method | F. Suárez, J. C. Gálvez |
| MS05-2:1 | Fluid-solid coupled crack propagation simulation of concrete microstructure | D. Eum, S.-Y. Kim, T.-S. Han |
| MS05-2:2 | Numerical simulation of flexible rockfall barrier post foundations subjected to impact | P. Hofer, L. Wimmer, M. Neuner, R. Hofmann, G. Hofstetter |
| MS05-2:3 | Accelerating fatigue induced crack propagation modeling in concrete using a time homogenization approach | R. Pina-Torres, D. Zhao, M. Kaliske |
| MS05-2:4 | Numerical simulation of BubbleDec type reinforced concrete slabs subjected to punching loading conditions | J. Barros, W. Nicácio, A. Ventura-Gouveia, F. P. Figueiredo |
| MS05-2:5 | Application of 3D-RBSM integrated with machine learning to estimate RC corrosion distribution from surface cracks | T. Shao, J. Luo, K. Nagai |
| MS05-2:6 | Effect of notch size and orientation on the fracture of concrete interface: an MD simulation study | M. Gupta, S. Bhowmik |
| MS05-3:1 | Objectivity issues in numerical modeling of cracking in RC beams based on enhanced section kinematics | L. Parente, D. Addessi, B. Izzuddin, E. Spacone |
| MS05-3:2 | Deterministic behavior of an anchoring plate and sensitivity study | M. Le Noir de Carlan, L. Jason, L. Davenne |
| MS05-3:3 | Influence of the compressive fracture energy on the predicted breakout failure of fasteners | J. Holder, H. Lakhani, J. Hofmann |
| MS05-3:4 | Mesoscale FEM model of concrete | J. Mašek, P. Miarka |
MS06: Small scale testing of mechanical and time-dependent behavior of cementitious materials
|
| MS06-1:1 | Linearity and assessment of micro-scale creep in C-S-H via nanoindentation | J. Nemecek, J. Nemeckova, J. Nemecek |
| MS06-1:2 | Fracture behavior of additively manufactured cementitious materials | M. Li, Y.-C. Wu, X. Wang |
| MS06-1:3 | Characterizing microstructural damage in cementitious composites reinforced with 3D-printed auxetic lattices using X-ray computed tomography | Z. Meng, B. Šavija |
| MS06-1:4 | Multi-material printing to simultaneously enhance interlayer and flexural performance in 3D concrete printing | F. Teng, J. Ye, J. Yu, Y. Weng |
| MS06-2:1 | X-ray and neutron imaging for steel corrosion in concrete: addressing challenges and revealing opportunities | A. Alhede, J. Dijkstra, K. Lundgren |
| MS06-2:2 | Use of convolutional neural networks for predicting the short-term creep modulus of cement paste | M. Liang, Y. Gan, E. Schlangen, B. Šavija |
| MS06-2:3 | Effect of fiber alignment on the mechanical and electrical properties of carbon fiber reinforced cementitious composites | S. Qin, N. Liu, J. Qiu |
| MS06-2:4 | Monitoring crack propagation at the rock-concrete interface under different strain rates using digital image correlation technology | J. Yao, W. Dong, W. Yuan |
| MS06-3:1 | Micromechanical characterization of the interfacial transition zone in recycled brick concrete by means of combined nanoindentation and SEM | F. Li, F. Kleiner, C. Rößler, L. Göbel, E. Linß |
| MS06-3:2 | A method for measuring inter-particle Hamaker constants in mineral materials using atomic force microscopy | H. Q. Yuan, Z. Ge, H. Z. Zhang |
| MS06-3:3 | Microstructure-property relations in the mechanics of dental cement paste of type “Biodentine” | C. Hellmich, P. Dohnalik, L. Zelaya-Lainez, B. Pichler, G. Richard |
MS07: Environmentally induced microstructural evolution and mechanical deterioration/enhancement of concrete
|
| MS07-1:1 | Self-healing in reactive magnesia cement-based composites under different water-to-binder ratios | D. Kumar, G. Lei, E.-H. Yang |
| MS07-1:2 | Factors affecting the interfacial healing between a fiber and cement | R. N. R. Daguio, J. Qiu |
| MS07-1:3 | Self-healing strain-hardening concrete cover | S. He, M. Lukovic, E. Schlangen |
| MS07-1:4 | Non-destructive detection of hollow-particle-mixed filler put into concrete cracks using infrared thermography and heat flux simulation | T. Hagiwara, T. Suzuki |
| MS07-1:5 | Enhancing carbonation curing of Wollastonite-Portland cementitious blends through 3D-printed vascular networks | Y. Ju, Y. Huang, T. Liu, Y. Li |
| MS07-2:1 | Enhancement of cement mortar hydration by carbonation activator induced by organic additives | S. Liu, K. Zhao, S. Zhang, C.-S. Poon |
| MS07-2:2 | Exploring carbonation-induced volume changes and their relationship to microstructure development in reactive magnesia cement | P. R. Quiatchon, J. Qiu |
| MS07-2:3 | Cement degradation in CO2-saturated water and the impact of liquid to solid ratio: an experimental and thermodynamic modelling study | X. Shi, M. Wu |
| MS07-2:4 | Saltwater flooding-induced corrosion and lateral strength of reinforced concrete structures | E. W. Benson, R. Ranade, P. Okumus, N. Elhami-Khorasani, O. Francis, R. Paci-Green |
| MS07-2:5 | Effects of brine and CO2 exposure on the mechanical and chemical properties of class G cement in oil well applications | A. Viana Neves, V. Nogueira Lima, F. de Andrade Silva |
| MS07-3:1 | Comparison of bond strength to aggregate between reactive magnesia cement (RMC) and portland cement (PC) | B. Wu, W. Tianyu, J. Qiu |
| MS07-3:2 | The microstructural response of recycled concrete after high temperature exposition and rapid cooling | C. Paglia, A. Moscatelli, C. D'Erme |
| MS07-3:3 | Amine-modified biochar saturated with CO2 as internal carbonation curing activator for enhancing mechanical property of cement paste | R. Wu, S. Zhang, C. S. Poon |
MS08: Advances in forward and inverse damage simulation of complex materials and structures
|
| MS08-1:1 | A mesh adaptation algorithm to reduce mesh bias in 2D and 3D crack propagation analysis using cohesive zone models | K. Daadouch, V. Gudžulić, G. Meschke |
| MS08-1:2 | Greyscale marker for the modeling of the fracture process of cement mortar considering heterogeneity of the microstructure | G. Jaiswal, R. Sharma |
| MS08-1:3 | Accelerated fracture simulations for the identification of fracture parameters | E. Gultekin, K. Agathos |
| MS08-1:4 | Phase field fracture in fibre reinforced composites using embedded and virtual elements | G. Pissas, S. P. Triantafyllou |
| MS08-2:1 | Multi-scale damage analysis for concrete using the Scaled Boundary Finite Element Method with High-Performance-Computing | J. Zhang, P. Liu, H. Fan, Z. Li |
| MS08-2:2 | Wood constitutive law implementation and parameter calibration using Bayesian inversion for finite-element modelling | M. Delage, D. Scantamburlo, G. Jacot-Descombes, S. Commend |
| MS08-2:3 | Non-intrusive stochastic SBFEM for the uncertainty quantification of Stress Intensity Factors | G. Litainas, S. Triantafyllou, A. Egger, E. Chatzi |
| MS08-2:4 | Phase field fracture over quadtrees using the Virtual Element Method | I. Chrysikou, S. Triantafyllou |
MS09: Concrete and concrete structures in fire
|
| MS09-1:1 | Carbonate aggregate in concrete exposed to high temperatures | K. Mróz, M. Olbrycht-Kmak, I. Hager |
| MS09-1:2 | Fire spalling behaviour of heat-resistant repair materials under ring restrained condition | M. Ozawa, T. Koyama, Y. Kuwabara, R. Okura, T. Fukui |
| MS09-1:3 | On the suitability of Eurocode 2 stress-strain model with implicit transient state strain for predicting fracture at elevated temperature | H. Lakhani, J. Hofmann |
| MS09-1:4 | Analysis of temperature-induced degradation in the fracture behavior of polyolefin fiber-reinforced self-compacting concrete | P. Mazón, A. Enfedaque, A. Picazo, M. G. Alberti, J. C. Galvez |
| MS09-1:5 | An approach for a novel multiscale partitioned framework for predicting collapse of buildings under fire loads | M. Rottmann, C. Kandekar, W. E. Weber |
| MS09-2:1 | From curing to fire accident: a novel, comprehensive model for concrete’s fire resistance | S. Dal Pont, G. Sciumé, M. H. Moreira |
| MS09-2:2 | Constitution of an extensive experimental database for the challenge of spalling modelling | J. Mounier, G. Sciumé, J.-C. Mindeguia |
| MS09-2:3 | Influence of polypropylene fibers on thermal-induced permeability changes in concrete | A. Muhammed, H. Carre, C. La Borderie, P. Pimienta |
| MS09-2:4 | Analysis of dehydration in high-performance concrete at high temperature using neutron radiography | T. Koyama, M. Ozawa, M. Kanematsu |
| MS09-2:5 | From crack initiation to instability at high temperature: a two-stage mechanism for fire-induced spalling in concrete | R. Yarmohammadian, R. Felicetti |
MS10: Discrete modeling of mechanical and coupled processes in quasi-brittle materials
|
| MS10-1:1 | Asymptotic homogenization of discrete models with rotational degrees of freedom | J. Elias, G. Cusatis |
| MS10-1:2 | Effects of aggregate fragmentation, free water and strain rate on fracture in compressive concrete with a coupled DEM-CFD approach | M. Krzaczek, M. Nitka, J. Tejchman |
| MS10-1:3 | Computational analysis of size effect and failure modes in reinforced concrete beams | V. Gudžulić, G. Meschke |
| MS10-1:4 | Exploring induced heterogeneity in elastic discrete mechanical models | J. Raisinger, Q. Zhang, J. E. Bolander, J. Eliáš |
| MS10-1:5 | Two-way coupled multiphysics simulation of lattice discrete particle model | G. Cusatis, H. Yin, M. Troemner, W. Li, E. Lale, L. Yang, L. Shen, M. Alnaggar, G. Di Luzio |
| MS10-2:1 | Steady-state subcritical fracture growth of parallel natural cracks in shale governed by osmotic gradient and fluid diffusion | Z. P. Bažant, H. T. Nguyen, Y. Zhao |
| MS10-2:2 | Hydro-thermal-mechanical coupling properties and mesoscale simulation of concrete-rock composites | G. Di Luzio, L. Feng, G. Cusatis, K. Yu, E. Lale, X. Chen |
| MS10-2:3 | A novel DEM-based coupled 3D thermo-hydro-mechanical mesoscopic model for cracked porous materials | M. Krzaczek, J. Tejchman |
| MS10-2:4 | Comparison of Lattice Discrete Particle Model (LDPM) implementations: lessons learned and future work | E. Lale, K. Yu, M. Troemner, M. Pathirage, G. Pijaudier-Cabot, J. Khoury, I. Koutromanos, J. Elias, M. Stredulova, T. Xue, M. Alnaggar, G. Di Luzio, G. Cusatis |
| MS10-2:5 | A step toward flow simulation through cracks in beam-particle models | O. Najjar, T. Heitz, C. Oliver-Leblond, J.-L. Tailhan, G. Rastiello, F. Ragueneau |
| MS10-2:6 | Computationally efficient, discrete mechanical models of grid-reinforced cement-based composites | Q. Zhang, A. Fascetti, J. E. Bolander |
| MS10-3:1 | Mesoscale mechanical discrete model for cementitious composites with microfibers | L. Shen, Q. Ren, G. Di Luzio, G. Cusatis |
| MS10-3:2 | Numerical simulation of 3D printed ultra high-performance concrete using the lattice discrete particle model | B. Ayhan, E. M. Irizarry, E. Lale, K. Yu, M. Troemner, G. Cusatis |
| MS10-3:3 | Calibrating a damage model from lattice discrete results | J. Khoury, G. Pijaudier-Cabot, G. Cusatis |
| MS10-3:4 | Does printing direction influence the bond between 3D printed polymeric reinforcement and cementitious matrix? | R. J. M. Bol, Y. Xu, M. Lukovic, B. Šavija |
MS11: Coupling transport and cracking in concrete under harsh environments
|
| MS11:1 | Behaviour of reinforced cement concrete under coupled corrosion fatigue | V. Vishwakarma, S. Ray |
| MS11:2 | Coupled reactive transport and poromechanics modelling of external sulfate attack in cementitious materials | S. Y. Alam, A. Soive, A. Loukili |
| MS11:3 | Coupled transport-chemo-mechanical simulation of cement/aggregate samples affected by DEF at the aggregate scale. Effects of pre-cracked interface and comparison with experimental data | L. Braysh, C. Pelissou, F. Perales, A. Socié |
| MS11:4 | Gas transport behaviors of concrete designed for shielding nuclear structures | M. Choinska Colombel, D. Jozwiak-Niedzwiedzka, W. Kubissa |
| MS11:5 | Poromechanical approach for prediction of fire-induced fracture and moisture transport of structural concrete | K. Iwama, K. Maekawa |
| MS11:6 | Probabilistic service life prediction of chloride induced corrosion under sustained mechanical loading using multiphysical modeling | G. Wildermann, A. Schultheiß, R. A. Patel, F. Dehn |
MS13: Advances in the design and assessment of materials and structures for performance, safety, durability, and sustainability
|
| MS13-1:1 | Computational and analytical modelling of carbonation-induced spalling of the concrete cover | A. DeKeyser, E. Verstrynge, R. Wan-Wendner, W. Botte, R. Caspeele |
| MS13-1:2 | Effects of corrosion on tension stiffening and cracking behaviour of reinforced Engineered Cementitious Composite and concrete | L. Li, E Chen |
| MS13-1:3 | Comprehensive uncertainty quantification of damage-based modeling of cracking in reinforced concrete structures | H. Al Elani, D. Bouhjiti, L. Jason, B. Richard |
| MS13-1:4 | Model uncertainties of concrete cracking resistance models based on probabilistic simulations | M. Słowik, D. Novák, D. Lehký, I. Skrzypczak |
| MS13-1:5 | Quality control & numerical nonlinear material modelling for the load-bearing capacity of slender reinforced concrete columns - comparison of safety formats | A. Strauss, B. Täubling-Fruleux, M. Soliman, M. Tamimi, X. Ruan, L. Zhu, T. Zimmermann |
| MS13-2:1 | Multiphysics modelling for 3D concrete printing: from printability to hardened properties | M. Pierre, S. Ghabezloo, P. Dangla, R. Mesnil, M. Vandamme, J.-F. Caron |
| MS13-2:2 | Failure behavior of RC beams by means of 3D concrete printing | M. Kunieda, S. To, T. Kato, A. Miyajima |
| MS13-2:3 | On FPZ for mixed mode I-II fracture in concrete after sustained loading using DIC technique | M. Yang, W. Dong, W. Yuan, B. Zhang |
| MS13-2:4 | Damage evolution and fracture behavior of under-reinforced concrete beams using acoustic emission technique | M H Prashanth, J. M. Chandra Kishen |
| MS13-3:1 | Early-age strength development of cement pastes made of CEM I, limestone, and calcined clay: the governing role of OPC hydration | S. Schmid, M. Königsberger, B. Pichler |
| MS13-3:2 | Non-linear digital twin-based performance and service life assessment | A. Strauss, B. Täubling-Fruleux, D. Novák, L. Novák, D. Lehky |
| MS13-3:3 | Reliability assessment of historical reinforced concrete bridge piers based on nonlinear fracture mechanics modelling and safety formats | D. Novák, L. Novák, D. Lehky, A. Strauss, B. Taubling-Fruleux |
| MS13-3:4 | Crack patterns and bond effects in the progressive collapse of local prestressed concrete substructures | T. Qu, B. Zeng, C. Wu, L. Huang, J. Wu |
MS15: Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC)
|
| MS15-1:1 | Experimental study on crack distribution of RC members with reinforcing bars coated with fiber reinforced cementitious composites | B. Song, N. Ueda |
| MS15-1:2 | Mechanical behaviour and 3D fracture morphology of sustainable engineered cementitious composites modified with boron nitride nanoparticles | E. Gurbuz, S. Erdem |
| MS15-1:3 | On the impact performance and crack behavior of steel-fiber reinforced concrete beams with SHCC and UHPC strengthening layers | F. R. de Souza, J. J. B. d. C. Nunes, V. N. Lima, F. d. A. Silva |
| MS15-1:4 | Testing and modelling of fibre-matrix interface by microcube splitting | Y. He, S. He, E. Schlangen |
| MS15-2:1 | Expertimental study on the contribution of fibers on the punching shear capacity of plain ECC slabs | C. Wu, Y. Su, M. Xu, C. Jin |
| MS15-2:2 | Self-healing properties of seawater sea-sand strain-hardening cementitious composites (SHCC) | J. Yu, F. Hu |
| MS15-2:3 | Mechanical properties of low-carbon Engineered Cementitious Composites with limestone and calcined clay under uniaxial cyclic compression | K. Wang, J. Zhou, J. Zhao |
MS17: Durability mechanics of concrete at the various scales of observation. A tribute to the memory of Prof. K. Willam
|
| MS17-1:1 | The effect of corrosion rate on corrosion-induced cracking in reinforced concrete | E. Korec, M. Jirásek, H. S. Wong, E. Martínez-Pañeda |
| MS17-1:2 | Constitutive response and consistency of Lee-Fenves Concrete Damage-Plasticity model under non-proportional loadings | D. Froio, R. Ferrari, E. Rizzi |
| MS17-1:3 | Efficient macro-scale models for reinforcement corrosion modeling in reinforced concrete structures | J. Cervenka, M. Ahmad, J. Rymes, L. Jendele |
| MS17-1:4 | Benchmark analysis of fracture simulation for steel fiber reinforced concrete slab subjected to punching shear | I. Rhee |
| MS17-2:1 | Effect of water-cement ratio and current density on accelerated corrosion-induced cracking | I. Aldellaa, P. Grassl |
| MS17-2:2 | Multiscale simulation of the thermomechanical behavior of containment buildings of nuclear power plants | L. Jason |
| MS17-2:3 | Effect of crack patterns induced by different accelerated temperature on mechanical behavior of ASR-damaged concrete | H. E. Joo, X. Ji, Y. Takahashi |
| MS17-2:4 | Meso-level HPC analysis of concrete specimens subject to external sulfate attack, and computational aspects | C. Biscaro, C. M. López, G. Xotta, D. Garolera, I. Carol |
| MS17-2:5 | Residual mechanical performance of concrete under various expansion deterioration states based on crack morphology and substance | Y. Takahashi, H. E. Joo, X. Ji |
MS18: Recent advances in fracture modeling of concretes and structures
|
| MS18-1:1 | A mechanism-based random field projection for stochastic analysis of concrete structures and other quasibrittle structures | J.-L. Le, J. Vievering |
| MS18-1:2 | A novel continuum damage model for quasi-brittle materials: application to concrete | U. M M A. Sai Gopal, V. Prakash, D. Roy, A. Ramaswamy |
| MS18-1:3 | Comparison of conventional and localizing gradient enhancements for concrete damage-plasticity models | A. Dummer, M. Neuner, G. Hofstetter |
| MS18-1:4 | Efficiency of corner reinforcement detailing near small openings in RC deep beams | G. Appa Rao, B. Ashiq Hussain |
| MS18-1:5 | FE modelling of crack width in reinforced concrete beams supported by artificial neural network surrogate models | J. Kovar, J. Cervenka, D. Lehky, D. Novak, V. Cervenka |
| MS18-2:1 | Fluctuation-based damage mechanics: a statistical approach to fracture in concrete | A. Attias, F.-J. Ulm |
| MS18-2:2 | Numerical recreation of gap test | M. Szczecina, A. Winnicki |
| MS18-2:3 | Interface modelling in nonlinear finite element analysis of prestressed girder with a continuous cast-in-situ deck slab | M. Petrangeli, D. Addessi, N. Kostense, J. Rots |
| MS18-2:4 | Modeling of the fracture propagation in heterogeneous material based on reconstructed microstructure | G. Jaiswal, R. Sharma |
| MS18-2:5 | Novel 2.5D layered model to simulate discrete crack growth in concrete specimens | B. Kondys, J. Bobiński |
| MS18-3:1 | Performance of novel 3D approach with explicit definition of fibres-concrete interaction in predicting the FRC/FRHPC response | I. Marzec, J. Bobiński |
| MS18-3:2 | Multi-scale modeling of fiber-reinforced concrete structures | P. Pirmoradi, A. S. J. Suiker, P. Poorsolhjouy |
TT-B: Experimental methods
|
| TT-B:1 | Direct tension test on large concrete specimen: monotonic versus fatigue loading | Y. R., K. Anand, J. M. Chandra Kishen |
| TT-B:2 | Transformation of singular joint deformations into multiple cracks in carbon reinforced concrete pavements | M. Weiß, I. Curoșu |
| TT-B:3 | Influence of crack orientation on propagation behavior of concrete by acoustic emission in compression test | K. Shibano, M. Mukai, T. Suzuki |
| TT-B:4 | A fracture failure criterion for concrete-concrete interface under mixed mode loading condition | Z. Abbas, K. M. Pervaiz Fathima |
TT-C: Computational modeling
|
| TT-C1:1 | Smeared cracking and discrete crack dilatancy applied to tension-shear model problems | N. W. Kostense, Y. Yang, M. A. Hendriks, J. G. Rots |
| TT-C1:2 | Comparative analysis of 2D and 3D mesoscopic simulations of an accelerated rebar corrosion test | Y. Li, X. Ruan, H. A. Mang, B. L. Pichler |
| TT-C1:3 | Numerical analysis of size-effect in UHPFRC beams in pure bending with focus on transition from single to multiple cracking | J. Planas, B. Sanz, J. M Sancho |
| TT-C1:4 | Fracture mechanism and interface behavior of prestressed segmental UFC beams with a circular cross section under bending | M. Rabotovao, T. Miki |
| TT-C1:5 | Impact of aggregate shape on drying shrinkage cracking in concrete: a three-dimensional hydro-mechanical peridynamic model | Y. Sun, Y. Jia, J.-P. Carlier, T. Rougelot |
| TT-C2:1 | Numerical study of Brazilian tests of UHPFRC by using elements with embedded cohesive crack and cohesive joint elements | B. Sanz, J. Planas, J. M. Sancho |
| TT-C2:2 | Tensorial continuum damage model for concrete | S. Dhakal, J. Hartikainen, R. Kouhia, T. Saksala, J. Vilppo, K. Calonius, A. Fedoroff, K. Kolari |
| TT-C2:3 | Advancements in modeling compressive fracture in concrete using condensed high aspect ratio interface elements | M. Gimenes, A. F. Villa Dos Santos, E. A. Rodrigues, T. N. Bittencourt, L. A. G. Bitencourt Jr., O. L. Manzoli |
| TT-C2:4 | Numerical investigation of the shear behavior of reinforced concrete beams with low shear reinforcement under different boundary and loading conditions | Y. H. Gedik, N. D. Tung |
| TT-C2:5 | Blast loading effect of explosive weight distribution on RC columns | M. I. Mohnavi, G A. Rao |
TT-E: Novel cementitious and/or other quasi-brittle materials
|
| TT-E:1 | Time-dependent tensile behavior of slag-based alkali activiated concrete | H. J. Bezemer, S. Mustafa, M. Lukovic |
| TT-E:2 | Identifying interlayer fracture properties in 3D printed concrete specimens via multidirectional flexural tests | K. S. Kompella, M. Levi, L. Ferrara |
| TT-E:3 | Influence of additives on the fracture mechanical properties of reactivated cement paste | A. Z. Gierth, M. Elies, S. Helmich, N. Noel, T. Mielke, D. C. Lupascu |
| TT-E:4 | Statistical modeling of fatigue crack growth in geopolymer concrete beams | S. S. Thakur, K. M. Pervaiz Fathima |
TT-F: Structural concrete applications
|
| TT-F:1 | Evaluation of column-beam joints and optimization of reinforcing bars of RC viaducts by FEM | K. Watanabe, R. Suzuki, Y. Nakata |
| TT-F:2 | Strut efficiency on shear strength, and ductility of RC deep beams with large rectangular openings in shear span | A Rajprabhu, G Appa Rao |
| TT-F:3 | Non-destructive detection of surface damage in hollow gravity type concrete dam by using passive infrared thermography data with deep learning method | T. Suzuki, K. Shibano, T. Hagiwara, N. Alver |
| TT-F:4 | Fracture propagation of concrete and ultra-high-performance concrete (UHPC) interface affected by repaired layer thickness | E. Mohamed, T. Miki |
TT-G: Fatigue & dynamic loading
|
| TT-G:1 | Influence of fiber reinforcement on the blast resistance and fracture behavior of high-strength concrete slabs | D. A. Cendón, F. Gálvez, G. Ruiz, X. Zhang |
| TT-G:2 | Influence of protective layers on the resistance of concrete structures under blast and impact loading | A. Měrková, P. Kheml, P. Hála, R. Sovják, L. Leicht, P. Máca, B. Beckmann |
| TT-G:3 | Tensile fatigue endurance in UHPC reinforced with steel and carbon fibers using advanced monitoring techniques | V. W. Masih, G. Ruiz López, H. Cifuentes, C. Leiva |
| TT-G:4 | A linearized toughness model for fiber reinforced concrete using multiscale approach | S. Shirin K., S. A., S. K., K. M Simon, B. Raj J |
| TT-G:5 | Prediction of fatigue crack growth in rock-concrete interface | V. Chander Sharma, K. Pervaiz Fathima |
