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Computational Modelling of Concrete Structures

Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures (EURO-C 2018), February 26 - March 1, 2018, Bad Hofgastein, Austria

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## Book Description

The EURO-C conference series (Split 1984, Zell am See 1990, Innsbruck 1994, Badgastein 1998, St. Johann im Pongau 2003, Mayrhofen 2006, Schladming 2010, St. Anton am Arlberg 2014, and Bad Hofgastein 2018) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and concrete structures. **Computational Modelling of Concrete Structures **reviews and discusses research advancements and the applicability and robustness of methods and models for reliable analysis of complex concrete, reinforced concrete and pre-stressed concrete structures in engineering practice.

The contributions cover both computational mechanics and computational modelling aspects of the analysis and design of concrete and concrete structures:

- Multi-scale cement and concrete research: experiments and modelling
- Aging concrete: from very early ages to decades-long durability
- Advances in material modelling of plain concrete
- Analysis of reinforced concrete structures
- Steel-concrete interaction, fibre-reinforced concrete, and masonry
- Dynamic behaviour: from seismic retrofit to impact simulation

**Computational Modelling of Concrete Structures **is of special interest to academics and researchers in computational concrete mechanics, as well as industry experts in complex nonlinear simulations of concrete structures.

## Table of Contents

**Plenary lectures**

Molecular dynamics-based structural mechanics of buildings’ resilience *F.-J. Ulm, K. Keremidis, R.J.-M. Pellenq & M.J.A. Qomi*

Century-long durability of concrete structures: Expansiveness of hydration and chemo-mechanics of autogenous shrinkage and swelling *Z.P. Bažant & S. Rahimi-Aghdam*

Regularized continuum damage formulations acting as localization limiters *M. Jirásek*

Erection of bridges and shells without formwork—challenges for the computational modelling *J. Kollegger, B. Kromoser & D. Suza*

Network modelling of fracture processes in fibre-reinforced quasi-brittle materials *P. Grassl & A. Antonelli*

New damage model to simulate ballistic impact on concrete targets *L. Pereira, L.J. Sluys & J. Weerheijm*

**Multiscale cement and concrete research: Experiments and modeling**

Fishnet model for failure probability of nacre-like imbricated lamellar materials and Monte Carlo verification *Z.P. Bažant & W. Luo*

Phase-field modeling of cement paste: Where particle physics meets continuum mechanics *T. Petersen & F.-J. Ulm*

Towards a mesoscale model of geopolymers: Interaction potential from the molecular scale *F. Lolli & E. Masoero*

Nanoscale simulations of cement hydrates precipitation mechanisms: Impact on macroscopic self-desiccation and water sorption isotherms *E. Masoero, I. Shvab, G. Di Luzio & G. Cusatis*

Atomistic modeling of early hydration of C3S *K.M. Salah Uddin & B. Middendorf*

Modeling the evolution of C3S-C3S grain interface over hydration time *A. Alex & P. Ghosh*

Fracture properties of cement hydrates determined from microbending tests and multiscale modeling *J. Němeček, V. Šmilauer, J. Němeček, F. Kolařík & J. Maňák*

Testing and modelling of micro cement paste cube under indentation splitting *H. Zhang, E. Schlangen & B. Šavija*

An adaptive concurrent two-scale FE model to predicting crack propagation in concrete *O.L. Manzoli, E.A. Rodrigues, L.A.G. Bitencourt Jr., T.N. Bittencourt & M. Sánchez*

Multi-scale modelling of the mechanics of concrete based on the cement paste properties *G. Lifshitz Sherzer, E. Gal, E. Schlangen & G. Ye*

Sensitivity estimation of cement paste properties in the microstructural characteristics *J.-S. Kim & T.-S. Han*

Elastic-plastic multi scale approach for localization problems—the embedded unit cell *M. Grigorovitch & E. Gal*

A continuum damage model for the simulation of concrete under cyclic loading *V. Kindrachuk, T. Titscher, V. Hirthammer & J.F. Unger*

From slender columns to branching structures *R. Krč, J. Podroužek & R. Wan-Wendner*

**Aging concrete: From very early ages to decades-long durability**

Assessing the flow characteristics of self-compacting concrete via numerical simulations of flow tests *S. Kulasegaram & B.L. Karihaloo*

Mixing and extrusion of printing concrete *Y. Yuan & Y. Tao*

Formulation, validation and application of a new shotcrete model *M. Neuner, M. Schreter, G. Hofstetter & T. Cordes*

Aging behavior of normal and high strength concretes *L. Czernuschka, K. Nincevic, I. Boumakis, L. Wan-Wendner & R. Wan-Wendner*

A multiscale framework for the prediction of concrete self-desiccation *M. Pathirage, D.P. Bentz, G. Di Luzio, E. Masoero & G. Cusatis*

Effect of drying on the mechanical performances of concrete *F. Benboudjema, F. Soleilhet, X. Jourdain & F. Gatuingt*

Temperature and humidity-driven ageing of the VeRCoRs mock-up *J.-P. Mathieu, L. Charpin, P. Sémété, C. Toulemonde, G. Boulant, J. Haelewyn, F. Hamon, S. Michel-Ponnelle, J.-M. Hénault & F. Taillade*

Reassessment of the very long term basic creep of concrete *J.-M. Torrenti*

Interaction between damage and time-dependent deformation of mortar in concrete: 3D FE parametric study at meso-scale *J. Ožbolt & S. Gambarelli*

Prediction of air permeability in large RC structures using a stochastic FE THM modeling strategy *E.M. Bouhjiti, J. Baroth, F. Dufour & B. Masson*

Simplified modelling strategy for the thermos-mechanical analysis of massive reinforced structures at early age *J. Mazars, M. Briffaut & S. Grange*

Multiscale quantification of thermal expansion of concrete and thermal stresses of concrete structures *H. Wang, H.A. Mang, Y. Yuan & B. Pichler*

Translating environmentally-induced eigenstresses to risk of fracture for design of durable concrete pavements *A. Louhghalam, T. Petersen & F.-J. Ulm*

Simulation of permeable concrete to assess interrelationship between strength and permeability *P. Modi, M. Dave, A. Dodhiya, Y. Dadi, M. Mungule & M. Langhi*

A coupled chemo-mechanical damage-healing model for cementitious materials *A.D. Jefferson & R.E. Davies*

Flow in fibrous composite materials: Numerical simulations *J. Kang & J. Bolander*

Modeling water absorption in cement-based composites with SAP additions *C. Romero Rodríguez, S. Chaves Figueiredo, E. Schlangen & D. Snoeck*

Full coupling between diffusion and mechanical analysis in a discrete computational framework *F. Bousikhane, W. Li, G. Di Luzio & G. Cusatis*

Alternative parameter to characterize pore distribution in cement paste, and its relation to mechanical properties *T.-S. Han & J.-S. Kim*

Influence of air voids in multiphase modelling for service life prediction of partially saturated concrete *D. Eriksson & T. Gasch*

Concrete frost damage due to cyclic environmental loading—experimental and numerical study *M. Koniorczyk, D. Gawin, A. Wieczorek & F. Pesavento*

Computational modeling of combined frost damage and alkali-silica reaction to the durability of RC bridge decks *F. Gong, Y. Takahashi & K. Maekawa*

Multiscale modelling of ASR induced degradation in concrete *T. Iskhakov, J.J. Timothy & G. Meschke*

Nonlinear coupling models of alkali-silica reaction and multi-directional cracked reinforced concrete *Y. Takahashi, S. Ogawa, Y. Tanaka & K. Maekawa*

Coupled C-M meso-scale model for ASR expansion in concrete *J. Liaudat, C.M. López & I. Carol*

Numerical strategies for the modelling of reinforced concrete structures affected by internal swelling in variable thermo-hydric conditions *B. Nedjar & C. Rospars*

A finite element implementation of delayed ettringite formation in concrete structures *M. Malbois, B. Nedjar, L. Divet, S. Lavaud & J.-M. Torrenti*

Determination of critical anodic and cathodic areas in corrosion processes of steel reinforcement in concrete *J. Ožbolt, E. Sola & G. Balabanić*

Challenges in corrosion detection based on numerical and experimental studies *M. Kwapisz, A. Vorwagner, A. Lechner & M. Rebhan*

**Advances in material modeling of plain concrete**

Concrete mesoscopic failure analysis with the Virtual Element Method *G. Etse, M. Benedetto & A. Caggiano*

A cyclic triaxial concrete microplane model with gradient regularization *I. Zreid & M. Kaliske*

Simulation of cracking susceptibility in recycled concrete aggregate systems *A. Jayasuriya, M.J. Bandelt & M.P. Adams*

On boundary layer arising from tessellation in discrete models *J. Eliáš*

Size effect in concrete under splitting tension *J. Suchorzewski & J. Tejchman*

Numerical prediction of deterministic size effect in concrete bars and beams *A. Wosatko, J. Pamin & A. Winnicki*

Numerical investigations on early indicators of fracture in concrete at meso-scale *M. Nitka & J. Tejchman*

Incremental sequentially linear analysis of a notched beam *C. Yu, P.C.J. Hoogenboom & J.G. Rots*

Cohesive crack model in discontinuous Galerkin method *J. Jaśkowiec*

Mesoscopic simulations of crack propagation in concrete using cohesive elements *W. Trawiński, J. Tejchman & J. Bobiński*

Configurational forces for modelling cohesive fracture in concrete *C.J. Pearce, A. Amar & Ł. Kaczmarczyk*

A constitutive law for concrete with smooth transition from continuous into discontinuous cracks’ description *J. Bobiński & J. Tejchman*

Nonlocal damage formulation with evolving internal length: The Eikonal nonlocal approach *G. Rastiello, C. Giry, F. Gatuingt, F. Thierry & R. Desmorat*

Response scatter control for discrete element models *J. Podroužek, M. Marcon, J. Vorel & R. Wan-Wendner*

Enhancement of multifiber beam elements in the case of reinforced concrete structures for taking into account the lateral confinement of concrete due to stirrup *N. Khoder, S. Grange & Y. Sieffert*

**Analysis of reinforced concrete structures**

Modelling of the proof load test on viaduct De Beek *E.O.L. Lantsoght, A. de Boer, C. van der Veen & D.A. Hordijk*

Organizing an international blind prediction contest for improving a guideline for the nonlinear finite elements analysis of concrete structures *A. de Boer, M.A.N. Hendriks, C. van der Veen & B. Belletti*

Ultimate limit state design of three-dimensional reinforced concrete structures: A numerical approach *H. Vincent, M. Arquier, J. Bleyer & P. de Buhan*

Computational buckling response of reinforcing bars embedded in Hybrid Fiber Reinforced Concrete (HyFRC) *I.D. Williams, C.P. Ostertag & C.A. Arteta*

Analysis of RC frame corners using CDP model *M. Szczecina & A. Winnicki*

Probabilistic cracking model for macrocrack propagation in reinforced concrete structures *P. Rossi, C. Nader & J.L. Tailhan*

Numerical simulation of shear strength in a short reinforced concrete corbel strengthened with composite material compared with experimental results *I. Ivanova, J. Assih, V. Stankov & D. Dontchev*

Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams—safety formats *A. Strauss, B. Krug, O. Slowik, D. Novák & L. Novák*

Characterising the shear behaviour of steel fibre-reinforced concrete *S. Zeranka & G.PA.G. van Zijl*

Shear behavior of full-scale RC slabs without shear stirrups in nuclear buildings: Experimental and numerical modeling *W.S.A. Nana, S. Limam, T.T. Bui, A. Limam & S. Abouri*

Numerical lower bound analysis of plate bending problems containing requirements on shear capacity and shear-bending interaction *T.W. Jensen, P.N. Poulsen & L.C. Hoang*

Simulation of reinforced HPFRCC deformation capacity under flexure- and shear-dominated stress states *M. Pokhrel & M.J. Bandelt*

Computer-aided stress field analysis of discontinuity concrete regions *J. Mata-Falcón, D.T. Tran, W. Kaufmann & J. Navrátil*

Investigations on strength and fracture in RC beams scaled along height or length *J. Suchorzewski, I. Marzec, J. Tejchman & E. Korol*

Modeling of quasi-brittle materials cracking using a lattice discrete element approach *E. Zafati, C. Oliver-Leblond & F. Ragueneau*

Evaluation of safety formats for structural assessment based on nonlinear analysis *J. Červenka, V. Červenka, M. Sýkora & J. Mlčoch*

Modelling boundary conditions imposed by loads and supports in 3D D-regions *C. Meléndez & P.F. Miguel*

Parameter identification as the basis for finite element simulations of ultimate limit states of concrete hinges *J. Kalliauer, T. Schlappal, H.A. Mang & B. Pichler*

Rotational capacity of concrete beams using a crack process band *J.P. Ulfkjaer*

An embedded rebar model for computational analysis of reinforced concrete structures with applications to longitudinal joints in precast tunnel lining segments *V.E. Gall, S.N. Butt, G.E. Neu & G. Meschke*

Robust design of hybrid steel fiber reinforced concrete tunnel lining segments *G.E. Neu, V.E. Gall, S. Freitag & G. Meschke*

Structural analysis of segmented tunnel rings: A combination of transfer relations with an interface law *J.L. Zhang, H.A. Mang, X. Liu, Y. Yuan & B. Pichler*

**Steel-concrete interaction, fiber-reinforced concrete, and masonry**

Investigation of dowel action on a steel-concrete bond model for reinforced concrete structures *C. Turgut, L. Jason, L. Davenne & A. Pirard*

Multi-scale tension stiffening approach for the minimum reinforcement of hybrid concrete beams *A.P. Fantilli, A. Gorino & B. Chiaia*

Investigation of effect of local bond model on crack propagation in RC using 3D RBSM *L. Eddy, K. Matsumoto, K. Nagai & Z. Wang*

Modeling of bond fatigue in reinforced concrete based on cumulative measure of slip *A. Baktheer & R. Chudoba*

Fatigue life assessment of reinforced concrete members considering bond-slip *S. Bhowmik & S. Ray*

Simulation of interface behavior between steel and concrete to study loss of bond due to reinforcement corrosion *B. Sanz, J. Planas & J.M. Sancho*

Modeling of localization and softening behavior of passively confined concrete using coupled RBSM and nonlinear shell FEM *R. Mendoza Jr., Y. Yamamoto, H. Nakamura & T. Miura*

Simulation of reinforced ductile cement-based composite beams under cyclic loads *S.L. Billington, Y. Shao, T.E. Frank, M.J. Bandelt & D.M. Moreno*

The use of trilinear softening functions for modelling the cracking of fibre reinforced concrete *A. Enfedaque, M.G. Alberti & J.C. Gálvez*

Model comparisons for a shell structure made of textile reinforced concrete *T. Senckpiel & U. Häussler-Combe*

Finite element research of reinforced concrete structures strengthened with Textile Reinforced Concrete (TRC) *A. Schumann, R. Zobel & M. Curbach*

Probabilistic multiple cracking model of elastic-brittle matrix composite reflecting randomness in matrix, reinforcement and bond *M. Vořechovský, R. Chudoba, Y. Li & R. Rypl*

Numerical modelling of textile reinforced concrete sandwich panels *I.G. Colombo, M. Colombo & M. di Prisco*

A two-phased and multi-scale finite element analysis of the tensile creep behavior of polypropylene fiber reinforced concrete *R. Vrijdaghs, E. Verstrynge, L. Vandewalle & M. di Prisco*

Numerical simulation of the fracture behaviour of glass fibre reinforced cement: A cohesive crack approach *A. Enfedaque, M.G. Alberti & J.C. Gálvez*

Multiscale modeling of steel fiber reinforced concrete based on the use of coupling finite elements and mesh fragmentation technique *L.A.G. Bitencourt Jr., Y.T. Trindade, T.N. Bittencourt, O.L. Manzoli & E.A. Rodrigues*

Nonlinear finite element analysis of steel fiber-reinforced concrete coupling beams *S.-W. Kim, H.-D. Yun, S.-J. Jang, W.-S. Park, Y.-I. Jang & C.-S. Choi*

Micromechanics based modelling of fibre reinforced cementitious composites *I.C. Mihai, A.D. Jefferson & P. Lyons*

Tensile viscous response of Strain Hardening UHPFRC under high restraint and isothermal conditions *M.A. Hafiz & E. Denarié*

A beam-particle model to identify constitutive laws for quasi-brittle materials under complex loading: From concrete to masonry *C. Oliver-Leblond, C. Giry, C. Limoge, M. Vassaux, E. Anglade & F. Ragueneau*

The adobe delta damage model *T. Li Piani, J. Weerheijm, L. Koene & L.J. Sluys*

Non-proportional loading for 3-D stress situations in sequentially linear analysis *M. Pari, J.G. Rots & M.A.N. Hendriks*

Shear-sliding behavior of masonry: Numerical micro-modeling of triplet tests *F. Ferretti, C. Mazzotti, R. Esposito & J.G. Rots*

**Dynamic behavior: From seismic retrofit to impact simulation**

Mechanical model of adhesive post-installed anchor subjected to combined force *Y. Takase, M. Mizoguchi & T. Wada*

FEM analysis of post-installed adhesive anchors under combined stress *Y. Ishida, H. Sakata, Y. Takase, Y. Maida, Y. Shirai & T. Sato*

Mechanical model of shear stress transfer of roughened concrete surface for R/C existing member *T. Isozaki, U. Musya, Y. Takase, T. Abe, K. Sakamoto, T. Hiwatashi & K. Katori*

A practical design method to retrofit existing RC buildings with viscous dampers *R. Gobirahavan & A.C. Wijeyewickrema*

An improved RSA procedure to compute shear force in tall RC shear wall buildings *K. Khy, C. Chintanapakdee & A.C. Wijeyewickrema*

Introduction of shear warping in fibre beam elements for the computation of the nonlinear behaviour of concrete beams *S. Capdevielle, S. Grange, F. Dufour & C. Desprez*

Characterization of cracks of damaged concrete structures in dynamics *R. Akiki, C. Giry & F. Gatuingt*

High-dynamic strengthening of cementitious materials subjected to uniaxial compression *E. Binder, H.A. Mang, Y. Yuan & B. Pichler*

Modelling of reinforced concrete members for high impulsive loading *Y. Lu & J. Xu*

## Editor(s)

### Biography

**Günther Meschke** is Professor at the Institute for Structural Mechanics at Ruhr University Bochum, Bochum, Germany

**Bernhard Pichler** is Associate Professor and scientific head of the laboratory for macroscopic materials testing at Vienna University of Technology, Vienna, Austria

**Jan G. Rots** is Professor of Structural Mechanics in the department of architectural engineering and technology at Delft University of Technology, Delft, The Netherlands.