Fracture investigation in heterogeneous porous materials across scales

R. Nielsen, P. Newell

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

Influence of tensile softening properties on shear behavior of R/FRC beams

N. Ueda, Y. Nakamichi

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

Preparation and fracture properties of different types of aligned steel fiber reinforced concrete

L. Qing, R. Mu, M. Li, M. Bi, X. Wang

Load deformation response of concrete having alternate reinforcement forms

.-. Himanshu, B. Pal, A. Ramaswamy

Stiffness degradation and fracture behaviour of textile reinforced concrete under quasi-static cyclic loading

N. Basumatary, K. Kirupakaran

Nonlinear creep of concrete: the driving role of viscoelasticity and cracking-induced damage

R. Diaz Flores, C. Hellmich, B. Pichler

Experimental investigation of the fatigue behavior of 3D printed steel fiber reinforced concrete

J. H. Sørensen, H. Stang

Numerical study of bond behavior in single-lap shear test at meso-scale

Y. Wang, J. Vorel, C. Carloni, J. Belis, R. Wan-Wendner

Structural compressive fatigue simulated via lattice discrete and microplane models

M. Aguilar, M. Vořechovský, A. Baktheer, R. Chudoba

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

Fluid-solid coupled crack propagation simulation of concrete microstructure

D. Eum, S.-Y. Kim, T.-S. Han

Numerical simulation of flexible rockfall barrier post foundations subjected to impact

P. Hofer, L. Wimmer, M. Neuner, R. Hofmann, G. Hofstetter

Accelerating fatigue induced crack propagation modeling in concrete using a time homogenization approach

R. Pina-Torres, D. Zhao, M. Kaliske

Numerical simulation of BubbleDec type reinforced concrete slabs subjected to punching loading conditions

J. Barros, W. Nicácio, A. Ventura-Gouveia, F. P. Figueiredo

Application of 3D-RBSM integrated with machine learning to estimate RC corrosion distribution from surface cracks

T. Shao, J. Luo, K. Nagai

Effect of notch size and orientation on the fracture of concrete interface: an MD simulation study

M. Gupta, S. Bhowmik

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

A method for measuring inter-particle Hamaker constants in mineral materials using atomic force microscopy

H. Q. Yuan, Z. Ge, H. Z. Zhang

Microstructure-property relations in the mechanics of dental cement paste of type “Biodentine”

C. Hellmich, P. Dohnalik, L. Zelaya-Lainez, B. Pichler, G. Richard

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

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

A novel DEM-based coupled 3D thermo-hydro-mechanical mesoscopic model for cracked porous materials

M. Krzaczek, J. Tejchman

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

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

Computationally efficient, discrete mechanical models of grid-reinforced cement-based composites

Q. Zhang, A. Fascetti, J. E. Bolander

Multiphysics modelling for 3D concrete printing: from printability to hardened properties

M. Pierre, S. Ghabezloo, P. Dangla, R. Mesnil, M. Vandamme, J.-F. Caron

Failure behavior of RC beams by means of 3D concrete printing

M. Kunieda, S. To, T. Kato, A. Miyajima

On FPZ for mixed mode I-II fracture in concrete after sustained loading using DIC technique

M. Yang, W. Dong, W. Yuan, B. Zhang

Damage evolution and fracture behavior of under-reinforced concrete beams using acoustic emission technique

M H Prashanth, J. M. Chandra Kishen

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

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

Fractal patterns for failure modes of ultra-high performance concrete

Z. Jiang, Z. Zhu

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

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

Corrosion fatigue in reinforced concrete beams: accounting for the synergistic effects of corrosion and cyclic loading

M. A. Dar, K. M. Pervaiz Fathima

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

Objectivity issues in numerical modeling of cracking in RC beams based on enhanced section kinematics

L. Parente, D. Addessi, B. Izzuddin, E. Spacone

Deterministic behavior of an anchoring plate and sensitivity study

M. Le Noir de Carlan, L. Jason, L. Davenne

Influence of the compressive fracture energy on the predicted breakout failure of fasteners

J. Holder, H. Lakhani, J. Hofmann

Mesoscale FEM model of concrete

J. Mašek, P. Miarka

Mesoscale mechanical discrete model for cementitious composites with microfibers

L. Shen, Q. Ren, G. Di Luzio, G. Cusatis

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

Calibrating a damage model from lattice discrete results

J. Khoury, G. Pijaudier-Cabot, G. Cusatis

Does printing direction influence the bond between 3D printed polymeric reinforcement and cementitious matrix?

R. J. M. Bol, Y. Xu, M. Lukovic, B. Šavija

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

Non-linear digital twin-based performance and service life assessment

A. Strauss, B. Täubling-Fruleux, D. Novák, L. Novák, D. Lehký

Reliability assessment of historical reinforced concrete bridge piers based on nonlinear fracture mechanics modelling and safety formats

D. Novák, L. Novák, D. Lehký, A. Strauss, B. Taubling-Fruleux

Crack patterns and bond effects in the progressive collapse of local prestressed concrete substructures

T. Qu, B. Zeng, C. Wu, L. Huang, J. Wu

Direct tension test on large concrete specimen: monotonic versus fatigue loading

Y. R., K. Anand, J. M. Chandra Kishen

Transformation of singular joint deformations into multiple cracks in carbon reinforced concrete pavements

M. Weiß, I. Curoșu

Influence of crack orientation on propagation behavior of concrete by acoustic emission in compression test

K. Shibano, M. Mukai, T. Suzuki

A fracture failure criterion for concrete-concrete interface under mixed mode loading condition

Z. Abbas, K. M. Pervaiz Fathima

Modeling of fracture in brittle and quasi-brittle materials using graph-based finite element approach

S. Velayudhan, A. R. Srinivasa, P. Thamburaja, J. Reddy