1 Title, abstract and keywords
2 The main text
3 Bibliography
4 Acknowledgments
5 References
Back to Top
Document information
Published on 01/01/1996
DOI: 10.1002/(SICI)1096-9845(199609)25:9<987::AID-EQE599>3.0.CO;2-X
Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 83
Crossref Cited-by Times cited: 81
OpenCitations.net Times cited: 42
OpenCitations.net - Citing documents:
- J. Cuartero, A. Miravete, R. Sanz. Design and calculation of a railway car composite roof under concrete cube crash. International Journal of Crashworthiness 16(1) DOI 10.1080/13588265.2010.501163
- O. Omidi, V. Lotfi. Continuum large cracking in a rate-dependent plastic-damage model for cyclic-loaded concrete structures. Int. J. Numer. Anal. Meth. Geomech. 37(10) (2012) DOI 10.1002/nag.2093
- M. Cervera, M. Chiumenti. Smeared crack approach: back to the original track. Int. J. Numer. Anal. Meth. Geomech. 30(12) (2006) DOI 10.1002/nag.518
- J. Liu, G. Lin, B. Fu, H. Zhong. The use of visco-elastoplastic damage constitutive model to simulate nonlinear behavior of concrete. Acta Mechanica Solida Sinica 24(5) DOI 10.1016/s0894-9166(11)60041-4
- D. Cotsovos, M. Kotsovos. Constitutive Modelling of Concrete Behaviour: Need for Reappraisal. (2010) DOI 10.1007/978-94-007-0053-6_7
- M. Kotsovos, M. Pavlovic, D. Cotsovos. Characteristic features of concrete behaviour: Implications for the development of an engineering finite-element tool. Computers and Concrete 5(3) DOI 10.12989/cac.2008.5.3.243
- I. Marzec, J. Tejchman, A. Winnicki. Computational simulations of concrete behaviour under dynamic conditions using elasto-visco-plastic model with non-local softening. Computers and Concrete 15(4) DOI 10.12989/cac.2015.15.4.515
- A. Gamino, O. Manzoli, J. de Oliveira e Sousa, T. Bittencourt. 2D evaluation of crack openings using smeared and embedded crack models. Computers & concrete 7(6) DOI 10.12989/cac.2010.7.6.483
- G. Liu, J. Lian, C. Liang, M. Zhao. Structural response analysis in time and frequency domain considering both ductility and strain rate effects under uniform and multiple-support earthquake excitations. Earthquakes and Structures 10(5) DOI 10.12989/eas.2016.10.5.989
- J. Wu, J. Li. Unified plastic-damage model for concrete and its applications to dynamic nonlinear analysis of structures. Structural Engineering and Mechanics 25(5) DOI 10.12989/sem.2007.25.5.519
- A. Jefferson, I. Mihai. The simulation of crack opening-closing and aggregate interlock behaviour in finite element concrete models. Int. J. Numer. Meth. Engng (2015) DOI 10.1002/nme.4934
- M. Cervera. A smeared-embedded mesh-corrected damage model for tensile cracking. Int. J. Numer. Meth. Engng 76(12) DOI 10.1002/nme.2388
- P. Mata, A. Barbat, S. Oller, R. Boroschek. Non-linear seismic analysis of RC structures with energy-dissipating devices. Int. J. Numer. Meth. Engng 78(9) DOI 10.1002/nme.2516
- Y. Long, C. Yu. Numerical Simulation of the Damage Behavior of a Concrete Beam with an Anisotropic Damage Model. Strength Mater 50(5) (2018) DOI 10.1007/s11223-018-0018-2
- B. Farahani, J. Belinha, F. Pires, A. Ferreira. A radial point interpolation meshless method extended with an elastic rate-independent continuum damage model for concrete materials. Mechanics of Advanced Materials and Structures 25(10) (2017) DOI 10.1080/15376494.2017.1308593
- M. Yu, J. Li. 2D Simulation of Normal Penetration Using the Unified Strength Theory. DOI 10.1007/978-3-642-24590-9_12
- D. Sun, Q. Ren. Seismic Damage Analysis of Concrete Gravity Dam Based on Wavelet Transform. Shock and Vibration 2016 DOI 10.1155/2016/6841836
- M. Cervera, J. Oliver, T. Prato. Thermo-Chemo-Mechanical Model for Concrete. II: Damage and Creep. Journal of Engineering Mechanics 125(9) DOI 10.1061/(asce)0733-9399(1999)125:9(1028)
- X. Tang, Y. Zhou, C. Zhang, J. Shi. Study on the Heterogeneity of Concrete and Its Failure Behavior Using the Equivalent Probabilistic Model. J. Mater. Civ. Eng. 23(4) DOI 10.1061/(asce)mt.1943-5533.0000179
- E. Rodrigues, O. Manzoli, L. Bitencourt Jr., P. Prazeres, T. Bittencourt. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Lat. Am. j. solids struct. 12(3) DOI 10.1590/1679-78251224
- C. Nogueira, I. Rodrigues. Ductility Analysis of RC Beams Considering the Concrete Confinement Effect Produced by the Shear Reinforcement: a Numerical Approach. Lat. Am. j. solids struct. 14(13) (2017) DOI 10.1590/1679-78253904
- M. Cervera, C. Tesei. An Energy-Equivalent d+/d− Damage Model with Enhanced Microcrack Closure-Reopening Capabilities for Cohesive-Frictional Materials. Materials 10(4) (2017) DOI 10.3390/ma10040433
- A. Baraka, M. Matallah, M. Djafour, M. Bouazza. Caractérisation des effets régissant le comportement dynamique du béton. Matériaux & Techniques 106(5) (2018) DOI 10.1051/mattech/2018043
- W. Zhang, Y. Cai. Dynamic Damage Problems of Damaged Materials. DOI 10.1007/978-3-642-04708-4_9
- M. Hariri-Ardebili, L. Nuss. Seismic risk prioritization of a large portfolio of dams: Revisited. Advances in Mechanical Engineering 10(9) (2018) DOI 10.1177/1687814018802531
- X. Ren, J. Li. Stochastic Damage Constitutive Model for Concrete Considering Strain Rate Effect. KEM 400-402 (2008) DOI 10.4028/www.scientific.net/kem.400-402.251
- C. Gasser, M. Goldgruber, C. Bucher. Seismic Fragility Curves of an Arch Dam With Special Regard to Ultimate Limit State. 5(4) (2019) DOI 10.1115/1.4044151
- X. Ren, J. Li. A unified dynamic model for concrete considering viscoplasticity and rate-dependent damage. International Journal of Damage Mechanics 22(4) (2012) DOI 10.1177/1056789512455968
- B. Song, W. Chen, D. Frew. Dynamic Compressive Response and Failure Behavior of an Epoxy Syntactic Foam. Journal of Composite Materials 38(11) (2016) DOI 10.1177/0021998304040552
- O. Omidi, V. Lotfi. Earthquake response of concrete arch dams: a plastic-damage approach. Earthquake Engng Struct. Dyn. (2013) DOI 10.1002/eqe.2317
- G. Wang, S. Zhang, C. Wang, M. Yu. Seismic performance evaluation of dam-reservoir-foundation systems to near-fault ground motions. Nat Hazards 72(2) (2014) DOI 10.1007/s11069-013-1028-9
- G. HATZIGEORGIOU, D. BESKOS, D. THEODORAKOPOULOS, M. SFAKIANAKIS. A SIMPLE CONCRETE DAMAGE MODEL FOR DYNAMIC FEM APPLICATIONS. Int. J. Comp. Eng. Sci. 02(02) DOI 10.1142/s1465876301000325
- J. LI, Q. HUANG. STOCHASTIC VISCOUS-DAMAGE CONSTITUTIVE MODEL FOR CONCRETE. J. Earthquake and Tsunami 07(03) (2013) DOI 10.1142/s1793431113500279
- X. Xue, X. Yang, W. Zhang. Dynamic Damage Analysis for Seismic Responses of Arch Dam. J. Earthquake and Tsunami 09(03) (2015) DOI 10.1142/s1793431115500098
- 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
- E. Asghari, R. Taghipour, M. Bozorgnasab, M. Moosavi. Seismic Analysis of Concrete Gravity Dams Considering Foundation Mass Effect. KSCE J Civ Eng 22(12) (2018) DOI 10.1007/s12205-017-0278-6
- Q. Fu, J. Qian, D. Beskos. Inelastic anisotropic constitutive models based on evolutionary linear transformations on stress tensors with application to masonry. Acta Mech 229(2) (2017) DOI 10.1007/s00707-017-1995-0
- J. Le*, C. Koh*†, T. Wee*. Damage modelling of lightweight high-strength concrete under impact. Magazine of Concrete Research 58(6) DOI 10.1680/macr.2006.58.6.343
- S. Xiao, H. Li, G. Lin. 3-D consistency dynamic constitutive model of concrete. Earthq. Eng. Eng. Vib. 9(2) (2010) DOI 10.1007/s11803-010-0009-1
- M. Yazdchi, N. Khalili, S. Valliappan. Non-linear seismic behaviour of concrete gravity dams using coupled finite element?boundary element technique. Int. J. Numer. Meth. Engng. 44(1) DOI 10.1002/(sici)1097-0207(19990110)44:1<101::aid-nme495>3.0.co;2-4
- S. Valliappan, M. Yazdchi, N. Khalili. Seismic analysis of arch dams?a continuum damage mechanics approach. Int. J. Numer. Meth. Engng. 45(11) DOI 10.1002/(sici)1097-0207(19990820)45:11<1695::aid-nme651>3.0.co;2-2
Share this document
Keywords
claim authorship
Are you one of the authors of this document?