Paper | Title | Authors |

** Part 1: Theoretical and Numerical Methods in Fracture Mechanics of Concrete ** |

01-01 | Computational Fracture Mechanics of Concrete Structures: A Retrospective through Multiple Lenses | J. M. Emery, J. D. Hochhalther, A. Ingraffea |

01-02 | Cohesive Fracture and size effect in concrete | Cedolin |

01-03 | Fractal, statistics and size-scale effects on concrete strenght | A. Carpinteri, S. Puzzi |

01-04 | Size and Shape Effects on Fracture Strength of Concrete | H. K. Man, J. G. M. van Mier |

01-05 | Asymptotic analysis of boundary effects on concrete fracture | K. Duan, X. Hu, F. H. Wittmann |

01-06 | Dimensional Effects on Failure of Concrete Loaded in Mode II and III | G. Ferro, B. Chiaia, F. Gianola |

01-07 | Path and dynamics of cracks propagating in a disordered material under mode I loading | L. Ponson, D. Bonamy, E. Bouchaud, G. Cordeiro, R. D. Toledo, E. M. R. Fairbairn |

01-08 | A general static approach to size effect in cementitious materials | G. Rosati, M. P. Natali Sora |

01-09 | Three-Dimensional Analysis of Crack Geometry | T. Zhang, G. Nagy, E. N. Nagy, E. N. Landis |

01-10 | 3D discrete simulations of fracture in concrete specimens | S. Saito, T. Higai |

01-11 | Simulation of Fracture at Different Loading Rates Using Molecular Dynamics | J. Kim, J. Lim, Y. M. Lim |

01-12 | Accurate simulation of frictionless and frictional cohesive crack growth in quasi-brittle materials using XFEM | B. L. Karihaloo, Q. Z. Xiao |

01-13 | Structural geometry, fracture process zone and fracture energy | V. Veselý, L. outil, Z. Keršner |

01-14 | From discontinuous to macroscopic modeling of mode I cracking behavior in cement-based composites | J. L. Tailhan, P. Rossi, J. Lombart, F. Guerrier |

01-15 | How to extract the crack opening from a continuous damage finite-element computation? | F. Dufour, G. Pijauder-Cabot, M. Choinska, A. Huerta |

01-16 | Modelling cohesive crack growth using a two-step FE-scaled boundary FE coupled method | Z. J. Yang, A. J. Deeks |

01-17 | An Enhanced Cohesive Crack Element for XFEM using a Double Enriched Displacement Field | J. F. Mougaard, P. N. Poulsen, L. O. Nielsen |

01-18 | Strong discontinuity formulations: A comparative study | J. Alfaiate, L. J. Sluys |

01-19 | Simulation of crack opening through a corner node, using "rigid-plastic" interface elements | D. Ciancio, I. Carol, M. Cuomo |

01-20 | Advances in meso-mechanical analysis of concrete specimens using zero-thickness interface elements | I. Carol, A. Idiart, C. M. Lopez, A. Caballero |

01-21 | Numerical model for time-dependent fracturing of concrete structures and its applications | G. Di Luzio, L. Cedolin |

01-22 | Mixed-mode pressurized fracture at the dam-foundation joint | F. Barpi, S. Valente |

01-23 | Simplified stability analysis of quasi-brittle notched columns | L. Fenu |

01-24 | How volumetric-deviatoric coupling influences crack prediction in concrete fracture tests | R. Rempling, P. Grassl |

01-25 | Propagation analysis of fluid-driven fracture using the discrete crack approach | J. M. Segura, I. Carol |

** Part 2: Experimental Methods in Fracture Mechanics of Concrete ** |

02-01 | Strength and fracture energy of concrete in seawater | F. H. Wittmann, Z. Sun, T. Zhao |

02-02 | Effects of the Aggregate Size and Specimen Dimensions on the Brittle Fracture of Concrete | M. A. Issa, A. Chudnovsky |

02-03 | Experimental and numerical analysis of the fracture process in the splitting tension test of concrete | V. Malárics, H. S. Müller |

02-04 | An experimental study on the development of fracture process in plain concrete beams using b-value analysis of AE signals | B. K. Raghu Prasad , R. Vidya Sagar |

02-05 | Specimen geometry in uniaxial tension test of concrete | H. Akita, H. Koide, H. Mihashi |

02-06 | Fracture properties of cement paste and mortar: An experimental investigation | Y. Zhu, S. Xu |

02-07 | Characterization of mixed-mode fracture in confined concrete | O. I. Montenegro, I. Carol, D. Sfer |

02-08 | Biaxial Testing Machine for Mixed Mode Cracking of Concrete | Lennart Østergaard, J. F. Olesen, P. N. Poulsen |

02-09 | Direct measurement of double-K fracture parameters and fracture energy using wedge-splitting test on compact tension specimens with different size | S. Xu, D. Bu, H. Gao, S. Yin, Y. Liu |

02-10 | The Experimental Determination of Double-K Fracture Parameters of Concrete under Water Pressure | J. M. Wang, X. F. Zhang, S. L. Xu |

02-11 | Experimental and Numerical Studies on the Load-Carrying Capacity of Notched Concrete Beams | Z. Shi, M. Nakano, K. Yamakawa |

02-12 | Experiments and analyses of fracture properties of grouting mortars | S. Ishiguro |

02-13 | Assessment of a tensile constitutive model considering various loading histories for early age concrete | M. Kunieda, W. Srisoros, N. Ueda, H. Nakamura, Y. Ishikawa |

02-14 | Determination of concrete fracture toughness from modal dynamic response of notched beams | L. E. T. Ferreira, J. B. Hanai, L. V. Vareda, S. F. Almeida, A. I. Silva, J. L. A. O. Sousa |

02-15 | Debonding and fracture between deformed bars and early-age concrete | Y. Mimura, I. Yoshitake, K. Morimoto, S. Hamada |

02-16 | Bi-material Fracture Properties of Concrete-Concrete Cold Joints | P. Subba Rao, J. M. Kishen Chandra |

02-17 | Proposal of an Optimal Experimental Method for the Evaluation of Concrete Shear Transfer Mechanism | Y. Takase, M. Ueda, T. Wada |

** Part 3: Constitutive Damage Modelling of Concrete ** |

03-01 | Elastoplastic nonlocal damage model for concrete and size effect analysis | A. Krayani, F. Dufour, G. Pijaudier-Cabot |

03-02 | A nonlocal coupled damage-plasticity model for concrete | G. D. Nguyen, A.Korsunsky |

03-03 | Plastic modeling with nonlocal damage of concrete subject to mechanical loading | A. Mohamad-Hussein, J. F. Shao |

03-04 | Parameter identification of continuum models for localized failure | C. Iacono, L. J. Sluys |

03-05 | Thermodynamics framework for robust computations of loading-induced anisotropic damage | R. Desmorat, F. Gatuingt, F. Ragueneau |

03-06 | Stress-based elastic anisotropic unilateral degradation model for concrete | J. Y. Wu, J. Li |

03-07 | Anisotropic damage of concrete: a three-dimensional approach with energy-based loading surfaces and a new evolution law | P. Pröchtel, U. Häußler-Combe |

03-08 | Microstructure-based failure surfaces of matrix-inclusion materials: The origin of J3 plasticity highlighted by limit analysis | J. Füssl, R. Lackner |

03-09 | Conservation laws for multiphase fracturing materials | G. Romano, R. Barretta, M. Diaco |

03-10 | Modeling of the influence of the damage on the behavior of concrete during tensile-compressive loading | S. Mertens, J. Vantomme, J. Carmeliet |

03-11 | Fracture via a sequence of events: A saw-tooth softening model | J. G. Rots, S. Invernizzi, B. Belletti |

03-12 | A new multi-axial failure criterion for concrete | M. Como, R. Luciano |

03-13 | Stochastic regularisation of lattice modelling for the failure of quasi-brittle materials | C.Joseph, A. D. Jefferson |

03-14 | modeling compressive cracking in concrete by a modified lattice model | M. M. Abreu, J. V. Lemos, J. Carmeliet, E. Schlangen |

03-15 | Digital image correlation techniques applied to post-process discrete modeling | A. Delaplace, F. Hild |

03-16 | 3D multi-scale modeling of mortar mechanical behavior and effects of microstructural changes | F. Bernard, S. Kamali-Bernard, W. Prince, M. Hjiaj |

03-17 | Micropolar Peridynamic Modeling of Concrete Structures | W. Gerstle, N. Sau, E. Aguilera |

** Part 4: Time effects in the Damage and Fracture of Concrete ** |

04-01 | Modelling of coupled multifield problems in concrete by means of porous media mechanics | F. Pesavento, B. A. Schrefler, D. Gawin |

04-02 | Coupling between creep and cracking in tension | N. Reviron, F. Benboudjema, J. M. Torrenti, G. Nahas, A. Millard |

04-03 | Coupling between leaching and creep of concrete | J. M. Torrenti, V. H. Nguyen, H. Colina, F. Le Maou |

04-04 | Coupling Creep and Damage in Concrete Through a Constant Parameter | M. Bottoni , F. Dufour, G. Pijaudier-Cabot |

04-05 | Hygro-mechanical modeling of cracked concrete in the framework of the Extended Finite Element Method | S. Jox, C. Becker, G. Meschke |

04-06 | Modeling the hygro-mechanical response of quasi-brittle materials | P. Moonen, L. J. Sluys, J. Carmeliet |

04-07 | 3D Thermo-hygro-mechanical model for concrete | J. Ožbolt, G. Periški, H. W. Reinhardt |

04-08 | Matching permeability law from diffuse damage to discontinuous crack opening | M. Choinska, F. Dufour, G. Pijauder-Cabot |

04-09 | Wet versus dry cement pastes and concretes: A mathematical approach to their strength and fracture properties | R. Suarez-Antola |

04-10 | Probabilistic Assessment of Fatigue Crack Propagation in Concrete | T. Sain, J. M. Kishen Chandra |

04-11 | Fracture of concrete beams at different loading rates | H. W. Reinhardt, J. Ožbolt |

04-12 | Mesoscopic Modelling of Concrete under Impact | R. R. Pedersen, A. Simone, M. Stroeven, L.J. Sluys |

04-13 | Failure mechanisms of concrete under impact loading | I. Vegt, K. Van Breugel, J. Weerheijm |

04-14 | Break-up of concrete structures under internal explosion | J. Weerheijm, H. S. Lim |

04-15 | Ballistic limit assessment for concrete slabs using the MHJC concrete model | M. Polanco-Loria, O. S. Hopperstad, T. Børvik |

04-16 | Evaluation of an experimental method via numerical simulations | H. Schuler |

04-17 | Influence of loading rate on concrete cone failure | J. Ožbolt, K. K. Rah, D. Meštrovi |

04-18 | Modelling the energy balance of acoustic emission | N. Pugno, G. Lacidogna, A. Carpinteri, F. Bosia |

04-19 | High strain-rate testing of concrete and steel for the assessment of the Tenza Bridge under blast loading | E. Cadoni, D. Asprone, A. Prota |

** Part 5: Theoretical and Experimental Investigation on the Mechanical Behaviour of RC Structures ** |

05-01 | Behavior and design of fastenings with bonded anchors: numerical analysis and experimental verification | R. Eligehausen, Appl J. |

05-02 | Cohesive versus overlapping crack model for a size effect analysis of RC elements in bending | A. Carpinteri, M. Corrado, M. Paggi, G. Mancini |

05-03 | Numerical Evaluation of Plastic Rotation Capacity in RC Beams | A. L. Gamino, T. N. Bittencourt |

05-04 | Studies on ductility of RC beams in flexure and size effect | G. Appa Rao, J. Vijayanand, R. Eligehausen |

05-05 | Flexural to shear and crushing failure transitions in RC beams by the bridged crack model | A. Carpinteri, G. Ventura, J. R. Carmona |

05-06 | Experimental study of mixed-mode crack propagation in RC beams without stirrups | J. R. Carmona, G. Ruiz, J. R. del Viso |

05-07 | Shear strength of RC deep beams | G. Appa Rao, K. Kunal, R. Eligehausen |

05-08 | Experimental study on the shear capacity of randomly-cracked longitudinally-reinforced FRC beams | T. Miki, I. O. Toma, J. Niwa |

05-09 | Finite element analysis of diagonal tension failure in RC beams | T. Hasegawa |

05-10 | Explicit cohesive crack modeling of dynamic propagation in RC beams | R. C. Yu, X. Zhang, G. Ruiz |

05-11 | Numerical Simulation of Fracture and Damage in RC structures due to Fire | J. Cervenka, J. Surovec, P. Kabele, T. Zimmerman, A. Strauss |

05-12 | 3D Analysis of RC Frames Using Effective-Stiffness Models | C. Dundar, I. F. Kara |

05-13 | A lattice model approach to the uniaxial behaviour of Textile Reinforced Concrete | J. Hartig, U. Häußler-Combe, K. Schicktanz |

05-14 | Splitting failure mode of bonded anchors | T. Hüer, R. Eligehausen |

05-15 | 3D Finite Element analysis of stud anchors with large head and embedment depth | G. Periški, J. Ožbolt, R. Eligehausen |

05-16 | Finite element modeling of anchor subjected to static and cyclic load | H. Boussa, A. Si Chaib, H. Ung Quoc, G. Mounajed, C. La Borderie |

05-17 | Studies on the pull-out strength of ribbed bars in high strength concrete | G. Appa Rao, F. Sultana, K. Pandurangan, R. Eligehausen |

05-18 | Realistic model for corrosion-induced cracking in RC structures | B. H. Oh, K. H. Kim, B. S. Jang, S. Y. Jang, J. S. Kim |

05-19 | On bond failure by splitting of concrete cover surrounding anchored bars | M. M. Talaat, K. M. Mosalam |

05-20 | On the influence of cover thickness in fibrous RC beams sujected to bending and shear | G. Campione, M. L. Mangiavillano |

05-21 | Fracture behavior of the concrete cover due to rebar corrosion | Y. Kitsutaka, K. Arai |

** Part 6: Practical Problems in RC Structural Applications ** |

06-01 | FEM model for analysis of RC prestressed thin-walled beams | M. Bottoni , C. Mazzotti, M. Savoia |

06-02 | Crack width evaluation in post-tensioned prestressed concrete bridgedeck slabs | B. H. Oh, Y. C. Choi, Yoo S.W., B. S. Jang, Lee S.L., Lee M.K. |

06-03 | Crack Width Prediction in RC Members in Bending: A Fracture Mechanics Approach | S. Sakey, D. Binoy |

06-04 | Crack widths in reinforced cement-based structures | A. P. Fantilli, P. Vallini, H. Mihashi |

06-05 | Concrete structures under severe loading: A strategy to model the response for a large range of dynamic loads | A. Rouquand, C. Pontiroli, J. Mazars |

06-06 | Nonlinear sub-structuring applied to pseudo-dynamic tests on RC structures | F. Ragueneau, A. Souid, A. Delaplace, R. Desmorat |

06-07 | Behaviour of RC beams under impact loading: Some new findings | S. M. Soleimani, N. Banthia, S. Mindess |

06-08 | Fracture and explosive spalling of concrete slabs subjected to severe fire | F. Ali, A. Nadjai, D. Talamona, Rafi M.M. |

06-09 | Reinforced and prestressed concrete beams subjected to shear and torsion | H. Broo, M. Plos, K. Lundgren, B. Engström |

06-10 | Assessment of the residual Fatigue Strength in RC Beams | T. Sain, J. M. Kishen Chandra |

06-11 | On the cracking stress of RC elements subjected to pure shearing loads | T. Uno, I. Yoshitake, H. Hamaoka, S. Hamada |

06-12 | Cracking and deformation of RC beams strengthened with Reactive Powder Composites | I. Ujike, H. Sogo, D. Takasuga, Y. Konishi, M. Numata |

06-13 | Finite-element simulations of punching tests on shear-retrofitted slabcolumn connections | A. Negele, R. Eligehausen, J. Ožbolt, M. A. Polak |

06-14 | The effects of transverse prestressing on the shear and bond behaviors of RC columns | Y. Shinohara, H. Watanabe |

06-15 | Test up to ultimate limit state and failure of innovative prebended steel-VHPC beams for railway bridges in France | S. Staquet, F. Toutlemonde |

06-16 | Delamination and the structural response of thin shell concrete in nuclear shield buildings with unanticipated construction openings | S. C. Mac Namara, M. M. Garlock, D. P. Billington |

06-17 | Stiffness requirements for baseplates | R. Eligehausen, S. Fichtner |

06-18 | Behaviour of a support system for pre-cast concrete panels | G. Metelli, P. Riva |

06-19 | Preliminary computations for a Representative Structural Volume of nuclear containment buildings | L. Jason, S. Ghavamian, A. Courtois |

** Part 7: Monitoring and Assessment of RC Structures ** |

07-01 | The creative response to concrete cracking | D. P. Billington, P. Draper |

07-02 | Damage Evaluation and Corrosion Detection in Concrete by Acoustic Emission | M. Ohtsu, Y. Tomoda, T. Suzuki |

07-03 | Cracking Mechanisms of Diagonal-Shear Failure monitored and identified by AE-SiGMA Analysis | K. Ohno, S. Shimozono, M. Ohtsu |

07-04 | SIBIE procedure for the identification of ungrouted post-tensioning ducts in concrete | N. Alver, M. Ohtsu |

07-05 | Evaluation of the surface crack depth in concrete by impact-echo procedures (SIBIE) | M. Tokai, M. Ohtsu |

07-06 | Determination of surface crack depth and repair effectiveness using Rayleigh waves | T. Shiotani, D. G. Aggelis |

07-07 | AE monitoring of a concrete pipe for damage evaluation under cyclic loading | T. Suzuki , M. Ohtsu |

07-08 | Spectral Analysis and damage evolution in Concrete Structures with Ultrasonic Technique | P. Antonacci, P. Bocca, D. Masera, N. Pugno, M. Sclerandi, F. Sellone |

07-09 | Structural health monitoring of strands in PC structures by embedded sensors and ultrasonic guided waves | I. Bartoli, P. Rizzo, F. Lanza di Scalea, A. Marzani, E. Sorrivi, E. Viola |

07-10 | Prediction of repair needs in weathered concrete façades and balconies | I. Weijo, J. Lahdensivu, S. Varjonen |

07-11 | Safety assessment in fracture analysis of concrete structures | V. Cervenka, J. Cervenka, R. Pukl |

** Part 8: Maintenance and Retrofitting of RC Structures ** |

08-01 | Debonding in FRP strengthened beams: stress assessment versus fracture mechanics approach | A. Carpinteri, P. Cornetti, N. Pugno |

08-02 | An experimental study on retrofitted fiber-reinforced concrete beams using acoustic emission | A. Carpinteri, G. Lacidogna, A. Manuello |

08-03 | On the competition between delamination and shear failure in retrofitted concrete beams and related scale effects | A. Carpinteri, G. Lacidogna, M. Paggi |

08-04 | Size effect on shear strength of concrete beams reinforced with FRP bars | F. Matta, A. Nanni, N. Galati, F: Molese |

08-05 | An experimental analysis on the time-dependent behaviour of a CFRP retrofitting under sustained loads | F. Ascione, G. Mancusi |

08-06 | A Theoretical Model for Intermediate Debonding in RC Beams Strengthened by FRP | C. Faella, E. Martinelli, E. Nigro |

08-07 | Debonding mechanisms in continuous RC beams externally strengthened with FRP | L. Vasseur, S. Matthys, L. Taerwe |

08-08 | Repairing and strengthening methods for RC structural members | A. Koçak, M. M. Önal, K. Sönmez |

08-09 | Seismic Performance of RC Columns Retrofitted with CFRP Strips | H. Araki, R. Sato, K. Kabayama, M. Nakata |

08-10 | Effects of concrete composition on the interfacial parameters governing FRP debonding from the concrete substrate | J. L. Pan, C. K. Y. Leung |

08-11 | Modeling and strengthening of RC bridges by means of CFRP | P.Koteš, P. Kotula |

08-12 | Influence of bending and dowel action on the interface bond in RC beams strengthened with FRP sheets: An experimental investigation | J. G. Dai, H. Yokota, T. Ueda, B. Wan |

08-13 | Repair and retrofitting of structural RC walls by means of post-tensioned tendons | A. Marini, P. Riva, L. Fattori |

08-14 | Seismic analysis of a RC frame building with FRP-retrofitted infill walls | A. Ilki, C. Goksu, C. Demir, N. Kumbasar |

08-15 | Stress-strain model for compressive fracture of RC columns confined with CFRP jackets | T. Turgay, H. O. Köksal, C. Karakoç, Z. Polat |

08-16 | Analysis of the confinement in RC hollow columns wrapped with FRP | G. P. Lignola, A. Prota, G. Manfredi, E. Cosenza |

08-17 | Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons | F. Toutlemonde, J.-C. Renaud , L. Lauvin, M. Behloul, A. Simon, S. Vildaer |

08-18 | Bond behavior between CFRP strips and calcarenite stone | M. Accardi, C. Cucchiara, L. La Mendola |

08-19 | Influence of thermal degradation on anchorage zones of externally-bonded reinforcement | D. Horak, P. Stepanek, J. Fojtl |

08-20 | An experimental study of the long-term behavior of CFRP pultruded laminates suitable to concrete structures | F. Ascione, V. P. Berardi, L. Feo, A. Giordano |

08-21 | Inverse analysis for calibration of FRP-concrete interface law | M. Savoia, B. Ferracuti, L. Vincenzi |

08-22 | Flexural behaviour of RC and PC beams strengthened with external pretensioned FRP laminates | C. Pellegrino, C. Modena |

08-23 | Long-term properties of bond between concrete and FRP | C. Mazzotti, M. Savoia |

08-24 | Mode II fracture energy and interface law for FRP – concrete bonding with different concrete surface preparations | M. Savoia, C. Mazzotti, B. Ferracuti |

** Part 9: High-Performance Concrete ** |

09-01 | Fracture mechanics of concrete and its role in explaining structural behaviour | Walrawen |

09-02 | Microtensile testing and 3D imaging of hydrated Portland cement | P. Trtik, P. Stähli, E. N. Landis, M. Stampanoni, J. G. M. van Mier |

09-03 | Time-dependent characteristics of a Self-Consolidating Concrete mix for PC concrete bridge girders | K. Larson, R. J. Peterman, A. Esmaeily |

09-04 | Bond characteristics of a Self-Consolidating mix for PC bridge girders | K. Larson, R. J. Peterman, A. Esmaeily |

09-05 | Size and Shape Effects on the Compressive Strength of High-Strength Concrete | J. R. del Viso, J. R. Carmona, G. Ruiz |

09-06 | Relationship between Compressive Strength and Modulus of Elasticity of High-Strength Concrete | T. Noguchi, K. M. Nemati |

09-07 | Fracture chartacteristics of High-Strength Light-Weight Cement Mortar Composites reinforced with the waste products of alluminium processing | J. Hemanth |

09-08 | Mitigating autogenous shrinkage of hardening concrete | H. W. M. van der Ham, E. A. B. Koenders, K. van Breugel |

** Part 10: Fibre Reinforced Concrete ** |

10-01 | Toughening Mechanism of Hybrid Fiber Reinforced Cement Composites | H. Mihashi, Y. Kohno |

10-02 | Toughness properties and fiber dispersion in vibrated and self-consolidating fiber reinforced concrete | L. Ferrara, Y. D. Park, S: P. Shah |

10-03 | Effect of manufacturing methods on tensile properties of fibre concrete | P. Stähli, J. G. M. van Mier |

10-04 | Influence of different PVA fibres on the crack behaviour of foamed cement paste | D. Meyer, J. G. M. van Mier |

10-05 | Postcracking behaviour of hybrid steel fiber reinforced concrete | L. Vandewalle |

10-06 | Curing Effects on Fracture of High-Performance Cement Based Composites with Hybrid Steel Fibers | F. Ozalp, Y. Akkaya, C. Sengul, B. Akcay, M. A. Tasdemir, A. N. Kocaturk |

10-07 | Mixed-Mode fracture tests on High-Strength Fiber-Reinforced mortar suitable to seismic isolation | S. Fukuoka, Y. Kitsutaka |

10-08 | New simple method for quality control of Strain Hardening Cementitious Composites (SHCCs) | S. Qian, V. C. Li |

10-09 | Fracture Stability and Micromechanics of Strain Hardening Cementitious Composites | L. G. Sorelli, F.-J. Ulm, F. Toutlemonde |

10-10 | Observation of multi-crack formation in Strain Hardening Cement-based Composites | F. H. Wittmann, T. Wilhelm, P. Grübl, F. Beltzung |

10-11 | Inverse Analyses of Bending Tests for Determining the Properties of Strain Hardening Cement-Based Materials | N. Bretschneider , B. Villmann, V. Slowik |

10-12 | Direct tensile behavior and size effect of strain-hardening fiber-reinforced cement-based composites (SHCC) | K. Rokugo, Y Uchida, M. Moriyama, S.- C. Lim |

10-13 | Tensile/flexural fracture behavior of composite specimens combining SHCC and concrete | T. Mizuta, K. Rokugo, T. Inaguma |

10-14 | Stress-strain behaviour of strain-hardening cement-based composites (SHCC) under repeated tensile loading | V. Mechtcherine, P. Jun |

10-15 | A Plastic Damage Mechanics Model for Engineered Cementitious Composites | L. Dick-Nielsen, H. Stang, P. N. Poulsen, P. Kabele |

10-16 | Radiographic Imaging for the Observation of Modes I and II Fracture in Fibre Reinforced Concrete | S. J. Foster, G. G. Lee, T. N. S. Htut |

10-17 | Dynamic Increase Factors for High-Performance Concrete in Compression using Split Hopkinson Pressure Bar | B. Riisgaard, T. Ngo, P. Mendis, C. T. Georgakis, H. Stang |

10-18 | Experimental tests vs. theoretical modeling for FRC in compression | F. Bencardino, L. Rizzuti, G. Spadea |

10-19 | Local bending tests and punching failure of a ribbed UHPFRC bridge deck | F. Toutlemonde, J.-C. Renaud , L. Lauvin, S. Brisard, J. Resplendino |

10-20 | Applying a fracture mechanics approach to material testing and structural analysis of FRC beams | A. Jansson, I. Löfgren |

10-21 | Development of bottom ash and PP fiber added fire protection coating mortar for NATM tunnel concrete lining | J. H. J. Kim, H. G. Park, M. S. Lee, J. P. Won, Y. M. Lim |

10-22 | Development of a zero-span tensile test for HPFRCC used for structural repairing | A. Kamal, M. Kunieda, N. Ueda, H. Nakamura |

10-23 | Initiation and Development of Cracking in ECC materials: Experimental Observations and Modeling | G. Fischer, H. Stang, L. Dick-Nielsen |

10-24 | Influence of steel fibers on full-scale RC beams under shear loading | F. Minelli, G.A. Plizzari, F. J. Vecchio |

10-25 | Use of tension softening diagrams for predicting the post-cracking behaviour of steel fibre reinforced concrete panels | A. Nour, B. Masicotte |

10-26 | An application of high-performance fiber reinforced cementitious composites for RC beam strengthening | A. Martinola, A. Meda, G.A. Plizzari, Z. Rinaldi |

10-27 | On the fracture behavior of thin-walled SFRC roof elements | M. di Prisco, D. Dozio, B. Belletti |

10-28 | Synthetic Fibre Reinforced Concrete for precast panels: material characterization and experimental study | Cominoli, Plizzari, Massinari |

10-29 | SFRC bending behaviour at high temperatures: An experimental investigation | M. Colombo, M. di Prisco, R. Felicetti |

10-30 | Structural behaviour of SFRC tunnel segments | G.A. Plizzari, G. Tiberti |

** Part 11: Brick-Masonry and other Quasi-brittle Materials ** |

11-01 | Failure Issues of Brick Masonry | B. Blackard, B. Kim, C. Citto, K. Willam, S. Mettupalayam |

11-02 | A finite element study of masonry cracks | A. M. Fathy , J. Planas, J. M. Sancho |

11-03 | Fracture criterion for brick and mortar subjected to tri-axial state of stress | A. Litewka, L. Szojda |

11-04 | Repair of damaged multiple leaf masonry: assessment by the Acoustic Emission technique | A. Anzani, L. Binda, A. Carpinteri, G. Lacidogna, A. Manuello |

11-05 | Numerical simulation of brick-masonry subjected to the double flat-jack test | A. Carpinteri, S. Invernizzi, G. Lacidogna |

11-06 | Strengthening of unreinforced masonry walls using ECC for impact/blast resistance | M. Maalej, V. W. J. Lin, M. P. Nguyen, S. T. Quek |

11-07 | Structural analysis for the diagnosis of crackings in the Gothic masonry structure of the vaults of Trinidad Bridge in Valencia, Spain | A. Martinez Boquera, A. Alonso Durà, V. Llopis Pulido |

11-08 | Use of historical buildings to validate corrosion induced cracking models | A. Millard, V. L'Hostis, R. Faquin |

11-09 | An application of sequentially linear analysis to settlement damage prediction for masonry façades | J. G. Rots, M. Boonpichetvong, B. Belletti, S. Invernizzi |

11-10 | Selection of repair method for rendered facade | J. Lahdensivu |

11-11 | Acoustic emission in asphalt mixtures at low temperature | X. Li, M. O. Marasteanu, J. F. Labuz |

11-12 | Some mechanisms for the genesis of fractures in sedimentary rocks | C. Putot, D. Quesada, D. Leguillon |

11-13 | Sub-Size Fracture Testing of FY Sea Ice | C. A. Totman, O. E. Uzorka, J. P. Dempsey, D. M. Cole |

11-14 | Experimental and theoretical investigation of fracture in glass matrix composites reinforced by alumina platelets | M. Kotoul, J. Pokluda, P. Šandera, I. Dlouh, Z. Chlup, A. Boccaccini |

11-15 | Reinforced glass concept: An experimental research | P. C. Louter, G. J. Hobbelman, F.A. Veer |

** Part 12: Environmental Issues ** |

12-01 | Strength and stiffness of concrete under heating and cooling treatments | J. Lee, Y. Xi, K. Willam |

12-02 | On the Tensile Behaviour of Thermally-Damaged Concrete | P. F. Bamonte, R. Felicetti |

12-03 | Experimental investigation on spalling mechanisms in heated concrete | M. Zeiml, R. Lackner |

12-04 | Ultimate Capacity of Undercut Fasteners Installed in Thermally-Damaged High-Performance Concrete | P. F. Bamonte, P. G. Gambarova, M. Bruni, L. Rossini |

12-05 | Thermal stress analysis and fatigue strength measurement of the interface between concrete and polymeric cement mortar | T. Matsumoto, T. Mahaboonpachai, Y. Inaba, R. Rumbayan |

12-06 | Sensitivity analysis of the drying model concerning concrete delayed strains in containment vessels with a non-intrusive method | M. Berveiller, Y. Le Pape, B. Sudret |

12-07 | Evaluation of adhesion characteristics of joint in concrete by tension softening properties | K. Yamada, A. Satoh, S. Ishiyama |

12-08 | Quantification of freezing-induced damage in reinforced concrete | K. Zandi Hanjari, P. Kettil, K. Lundgren |

12-09 | Determination of the degradation level in fire-damaged RC constructions | A. Dufka, F. Khestl |

12-10 | Homogenization-based modelling of reinforced concrete in the context of durability-oriented analyses | E. Rumanus, G. Meschke |

12-11 | Damage mechanics based modelling of the relation between capillary pores and compressive strength of concrete | S. Akyuz, Y. Akkaya, H. O. Yazan, M. A. Tasdemir |

12-12 | Experimental study on the combined effect of temperature and mix parameters on the premature cracking of cement-based materials | A. Pertué, P. Mounanga, A. Khelidj, D. Fournol |

12-13 | Cracking due to leaching in cementitious composites: experimental investigation by means of X-ray microtomography and numerical modeling | T. Rougelot, N. Burlion, D. Bernard, F. Skoczylas |

12-14 | An experimental study on the roles of water saturation degree and aggregate size in the mechanical response of cement-based composites | M. Szczeniak, N. Burlion, J. F. Shao |

12-15 | Influence of the saturation degree and of the mix proportions on the behavior of concrete under high level of stresses | X. H. Vu, Y. Malecot, L. Daudeville |

12-16 | Self-healing of cracked concrete: A bacterial approach | H. M. Jonkers, E. Schlangen |

12-17 | Mechanical behavior of self-healed Ultra High-Performance Concrete: from experimental evidence to modeling | S. Granger, G. Pijaudier-Cabot, A. Loukili |

12-18 | Concrete damage due to alkali-silica reaction: A new method to determine the properties of the expansive gel | E. Schlangen, O. Çopurolu |

12-19 | Mitigation of Expansive Deterioration Processes through Crack Control | C. P. Ostertag, J. Blunt, J. Grubb |

12-20 | Experimental study on concrete carbonation to work out performance-based specifications | E. Rozière, A. Loukili, G. Pijaudier-Cabot, F. Cussigh |

12-21 | Reinforced concrete cover cracking due to the pressure of corrosion products | A. Muñoz Noval, C. Andrade, A. Torres |

12-22 | Monitoring System for Chloride Content in concrete cover using Electromagnetic-Wave and Impedance Methods | T. Mizobuchi, K. Yokozeki, K. Watanabe, M. Hiraishi, R. Ashizawa |

12-23 | Assessment of reinforcement corrosion in concrete facades | J. Lahdensivu, S. Varjonen |