1 Title, abstract and keywords
2 The main text
3 Bibliography
4 Acknowledgments
5 References
Back to Top
Document information
Published on 01/01/2006
DOI: 10.1002/nag.518
Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 64
Crossref Cited-by Times cited: 70
OpenCitations.net Times cited: 31
OpenCitations.net - Citing documents:
- C. Peng, W. Wu, B. Zhang. Three-dimensional simulations of tensile cracks in geomaterials by coupling meshless and finite element method. Int. J. Numer. Anal. Meth. Geomech. 39(2) (2014) DOI 10.1002/nag.2298
- J. Bobiński, J. Tejchman. Comparison of continuous and discontinuous constitutive models to simulate concrete behaviour under mixed-mode failure conditions. Int. J. Numer. Anal. Meth. Geomech. 40(3) (2015) DOI 10.1002/nag.2411
- S. Saloustros, L. Pelà, M. Cervera, P. Roca. An Enhanced Finite Element Macro-Model for the Realistic Simulation of Localized Cracks in Masonry Structures: A Large-Scale Application. International Journal of Architectural Heritage 12(3) (2017) DOI 10.1080/15583058.2017.1323245
- T. Lahmer. Optimal experimental design for nonlinear ill-posed problems applied to gravity dams. Inverse Problems 27(12) (2011) DOI 10.1088/0266-5611/27/12/125005
- J. Sri Kalyana Rama, M. Sivakumar, A. Vasan, C. Garg, S. Walia. A Review on Studies of Fracture Parameters of Self-compacting Concrete. DOI 10.1007/978-81-322-2187-6_129
- D. Dias-da-Costa, J. Alfaiate, L. Sluys, P. Areias, E. Júlio. An embedded formulation with conforming finite elements to capture strong discontinuities. Int. J. Numer. Meth. Engng 93(2) (2012) DOI 10.1002/nme.4393
- C. Linder, X. Zhang. A marching cubes based failure surface propagation concept for three-dimensional finite elements with non-planar embedded strong discontinuities of higher-order kinematics. Int. J. Numer. Meth. Engng 96(6) (2013) DOI 10.1002/nme.4546
- D. Burnett, H. Schreyer. A mesh objective method for modeling crack propagation using the smeared crack approach. Int J Numer Methods Eng 117(5) (2018) DOI 10.1002/nme.5968
- Y. Cheon, H. Kim. An adaptive material point method coupled with a phase‐field fracture model for brittle materials. Int J Numer Methods Eng 120(8) (2019) DOI 10.1002/nme.6167
- M. Cervera. A smeared-embedded mesh-corrected damage model for tensile cracking. Int. J. Numer. Meth. Engng 76(12) DOI 10.1002/nme.2388
- M. Cervera, M. Chiumenti, R. Codina. Mesh objective modeling of cracks using continuous linear strain and displacement interpolations. Int. J. Numer. Meth. Engng. 87(10) (2011) DOI 10.1002/nme.3148
- N. Grujovic, D. Divac, M. Zivkovic, R. Slavkovic, N. Milivojevic, V. Milivojevic, D. Rakic. An inelastic stress integration algorithm for a rock mass containing sets of discontinuities. Acta Geotech. 8(3) (2012) DOI 10.1007/s11440-012-0194-3
- E. Tamayo-Mas, A. Rodríguez-Ferran. Condiciones de contorno en modelos de gradiente con desplazamientos suavizados. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería 28(3) DOI 10.1016/j.rimni.2012.03.006
- G. Park, H. Kwak, F. Filippou. Blast Analysis of RC Beams Based on Moment-Curvature Relationship Considering Fixed-End Rotation. J. Struct. Eng. 143(9) DOI 10.1061/(asce)st.1943-541x.0001837
- R. D., L. Oliveira, L. Trautwein, L. Almeida, A. Santos. Aspects of Finite Element Modeling of Punching Shear Behavior of Reinforced Concrete Flat Slabs. Lat. Am. j. solids struct. 15(10) (2018) DOI 10.1590/1679-78255004
- M. KURUMATANI, K. TERADA, T. KYOYA, T. HASHIZUME. A METHOD OF DISCRETE CRACK GROWTH ANALYSIS FOR QUASI-BRITTLE MATERIALS AND NUMERICAL STUDY OF MIXED-MODE FRACTURE OF CONCRETE. JSCE JOURNAL OF STRUCTURAL AND EARTHQUAKE ENGINEERING 65(1) DOI 10.2208/jsceja.65.165
- F. Suárez, J. Gálvez, D. Cendón. A material model to reproduce mixed-mode fracture in concrete. Fatigue Fract Eng Mater Struct 42(1) (2018) DOI 10.1111/ffe.12898
- Y. Zhan, G. Meschke. Adaptive Crack Modeling with Interface Solid Elements for Plain and Fiber Reinforced Concrete Structures. Materials 10(7) (2017) DOI 10.3390/ma10070771
- A. Karbassi, M. Nollet. Performance-Based Seismic Vulnerability Evaluation of Masonry Buildings Using Applied Element Method in a Nonlinear Dynamic-Based Analytical Procedure. Earthquake Spectra 29(2) (2020) DOI 10.1193/1.4000148
- S. Saloustros, M. Cervera, L. Pelà. Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading. Meccanica 53(7) (2017) DOI 10.1007/s11012-017-0712-3
- W. Everhart, S. Lekakh, V. Richards, J. Chen, K. Chandrashekhara. Crack Formation During Foam Pattern Firing in the Investment Casting Process. Inter Metalcast 7(2) (2015) DOI 10.1007/bf03355549
- S. Liang, X. Ren, J. Li. A mesh-size-objective modeling of quasi-brittle material using micro-cell informed damage law. International Journal of Damage Mechanics 27(6) (2017) DOI 10.1177/1056789517713335
- A. Karbassi, M. Nollet. Development of Seismic Vulnerability Curves for Masonry Buildings Using the Applied Element Method. (2012) DOI 10.1061/41084(364)124
- S. Sorace, G. Terenzi. Seismic performance assessment and base-isolated floor protection of statues exhibited in museum halls. Bull Earthquake Eng 13(6) (2014) DOI 10.1007/s10518-014-9680-3
- W. He, Y. Xu, Y. Cheng, P. Jia, T. Fu. Tension-Compression Damage Model with Consistent Crack Bandwidths for Concrete Materials. Advances in Civil Engineering 2019 DOI 10.1155/2019/2810108
- D. Dias-da-Costa, J. Alfaiate, L. Sluys, E. Júlio. A comparative study on the modelling of discontinuous fracture by means of enriched nodal and element techniques and interface elements. Int J Fract 161(1) (2009) DOI 10.1007/s10704-009-9432-6
- G. Barbat, M. Cervera, M. Chiumenti. Appraisement of planar, bending and twisting cracks in 3D with isotropic and orthotropic damage models. Int J Fract 210(1-2) (2018) DOI 10.1007/s10704-018-0261-3
- H. Yuan, C. Peng, Q. Lin, B. Zhang. Simulation of tensile cracking in earth structures with an adaptive RPIM-FEM coupled Method. KSCE J Civ Eng 18(7) (2014) DOI 10.1007/s12205-014-1490-2
- S. Saloustros, M. Cervera, L. Pelà. Challenges, Tools and Applications of Tracking Algorithms in the Numerical Modelling of Cracks in Concrete and Masonry Structures. Arch Computat Methods Eng 26(4) (2018) DOI 10.1007/s11831-018-9274-3
- A. Abo El Ezz, K. Lefebvre, M. Nollet. Seismic performance assessment of masonry infill reinforced concrete buildings in Eastern Canada. The IES Journal Part A: Civil & Structural Engineering 7(3) (2014) DOI 10.1080/19373260.2014.928976
Share this document
Keywords
claim authorship
Are you one of the authors of this document?