Diff selection: Mark the radio boxes of the revisions to compare and hit enter or the button at the bottom.
Legend: (cur) = difference with latest revision, (prev) = difference with preceding revision, m = minor edit.
Back to Top
Document information
Published on 01/01/1998
DOI: 10.1016/S0020-7683(97)00119-4
Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 243
Crossref Cited-by Times cited: 233
OpenCitations.net Times cited: 131
OpenCitations.net - Citing documents:
- A. Mortazavi, Y. Nara. An investigation of brittle rocks failure mechanism based on the damage mechanics. (2012) DOI 10.1201/b11646-136
- L. Jason. Modèle de plasticité et d'endommagement pour le comportement du béton. Revue Française de Génie Civil 8(9-10) (2011) DOI 10.1080/12795119.2004.9692646
- Z. Yu, Z. Shan, Z. Ouyang, F. Guo. A simple damage model for concrete considering irreversible mode-II microcracks. Fatigue Fract Engng Mater Struct 39(11) (2016) DOI 10.1111/ffe.12459
- 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
- C. Ma, W. Chen. Three-dimensional elastoplastic damage concrete model by dissipation-based arc-length method. Advances in Structural Engineering 19(12) (2016) DOI 10.1177/1369433216649391
- R. Gao, J. Li. Equivalent constant-amplitude fatigue load method based on the energy equivalence principle. Advances in Structural Engineering 22(13) (2019) DOI 10.1177/1369433219852705
- H. Rodrigues, H. Varum, A. Costa. A simplified shear model for reinforced concrete elements subjected to reverse lateral loadings. 2(1) DOI 10.2478/s13531-011-0055-0
- M. Saiidi, A. Arêde, D. Cardone, P. Delgado, M. Dolce, M. Fischinger, T. Isaković, S. Pantazopoulou, G. Pekcan, R. Pinho, A. Sextos. Modelling of Bridges for Inelastic Analysis. (2012) DOI 10.1007/978-94-007-3943-7_2
- T. Isaković, A. Arêde, D. Cardone, P. Delgado, M. Fischinger, A. Kappos, N. Pouca, R. Pinho, A. Sextos. Case Studies and Comparative Evaluation of Methods. (2012) DOI 10.1007/978-94-007-3943-7_4
- F. Zárate, E. Oñate. A simple FEM–DEM technique for fracture prediction in materials and structures. Comp. Part. Mech. 2(3) (2015) DOI 10.1007/s40571-015-0067-2
- A. Pirooznia. Seismic Improvement of Gravity Dams Using Isolation Layer in Contact Area of Dam–Reservoir in Smeared Crack Approach. Iran J Sci Technol Trans Civ Eng 43(2) (2018) DOI 10.1007/s40996-018-0111-6
- D. Feng, C. Yang, X. Ren. Multi-scale stochastic damage model for concrete and its application to RC shear wall structure. Engineering Computations 35(6) DOI 10.1108/ec-09-2017-0371
- C. Mang, L. Jason, L. Davenne. A new bond slip model for reinforced concrete structures. Engineering Computations 32(7) DOI 10.1108/ec-11-2014-0234
- Y. Chang, K. Zhang, G. Jiao, J. Chen. Damage Theoretical Analysis of 2.5D C/SiC Composites under Tensile and Shear Loading. AMR 150-151 (2010) DOI 10.4028/www.scientific.net/amr.150-151.330
- D. Zhang, Q. Wang. State of the Art of Constitutive Model of Concrete Materials Based on Damage Mechanics. AMR 194-196 (2011) DOI 10.4028/www.scientific.net/amr.194-196.848
- H. Qi, Y. Li, X. Lu. A Practical Elastic Plastic Damage Model for Concrete. AMR 243-249 (2011) DOI 10.4028/www.scientific.net/amr.243-249.313
- H. Qi, Y. Li, X. Lu. A Plastic Damage Model for Practical Application. AMR 255-260 (2011) DOI 10.4028/www.scientific.net/amr.255-260.142
- Y. Chang, K. Zhang, G. Jiao, J. Chen. Application and Analysis of Plane Woven C/SiC Composites Based on Continuum Damage Mechanics. AMR 490-495 (2012) DOI 10.4028/www.scientific.net/amr.490-495.3916
- 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
- Z. Li, Q. Ren. Seismic damage pattern analysis of high piers of RC bridges based on the fiber model. IOP Conf. Ser.: Earth Environ. Sci. 295 (2019) DOI 10.1088/1755-1315/295/4/042040
- J. Liu, G. Lin, H. Zhong. An elastoplastic damage constitutive model for concrete. China Ocean Eng 27(2) (2013) DOI 10.1007/s13344-013-0015-y
- 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
- G. Voyiadjis, Z. Taqieddin, P. Kattan. Theoretical Formulation of a Coupled Elastic—Plastic Anisotropic Damage Model for Concrete using the Strain Energy Equivalence Concept. International Journal of Damage Mechanics 18(7) (2008) DOI 10.1177/1056789508092399
- R. Abu Al-Rub, G. Voyiadjis. Gradient-enhanced Coupled Plasticity-anisotropic Damage Model for Concrete Fracture: Computational Aspects and Applications. International Journal of Damage Mechanics 18(2) (2009) DOI 10.1177/1056789508097541
- M. Ganjiani, R. Naghdabadi, M. Asghari. Analysis of Concrete Pressure Vessels in the Framework of Continuum Damage Mechanics. International Journal of Damage Mechanics 21(6) (2011) DOI 10.1177/1056789511419692
- 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
- J. Liang, X. Ren, J. Li. A competitive mechanism driven damage-plasticity model for fatigue behavior of concrete. International Journal of Damage Mechanics 25(3) (2015) DOI 10.1177/1056789515586839
- 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
- D. Zhaodong, L. Jie. A physically motivated model for fatigue damage of concrete. International Journal of Damage Mechanics 27(8) (2017) DOI 10.1177/1056789517726359
- H. Yang, J. Liu, C. Luo, X. Zhou. An elastic–plastic damage model considering capillary effect for petrol–water saturated sandstone. International Journal of Damage Mechanics (2017) DOI 10.1177/1056789517734036
- Y. Guo, Y. Kuang. An elastoplastic micro-mechanical damage model for quasi-brittle materials under uniaxial loading. International Journal of Damage Mechanics 28(8) (2019) DOI 10.1177/1056789518823050
- Z. Yu, Y. Xie, Z. Shan, X. Li. Fatigue Performance of CRTS III Slab Ballastless Track Structure un-der High-speed Train Load Based on Concrete Fatigue Damage Constitu-tive Law. ACT 16(5) DOI 10.3151/jact.16.233
- L. Berto, A. Saetta, R. Scotta, R. Vitaliani. Failure mechanism of masonry prism loaded in axial compression: computational aspects. Mat. Struct. 38(2) DOI 10.1007/bf02479350
- M. Moharrami, I. Koutromanos. Finite element analysis of damage and failure of reinforced concrete members under earthquake loading. Earthquake Engng Struct Dyn 46(15) (2017) DOI 10.1002/eqe.2932
- B. Alfarah, J. Murcia-Delso, F. López-Almansa, S. Oller. RC structures cyclic behavior simulation with a model integrating plasticity, damage, and bond-slip. Earthquake Engng Struct Dyn 47(2) (2017) DOI 10.1002/eqe.2974
- R. Scotta, L. Tesser, R. Vitaliani, A. Saetta. Global damage indexes for the seismic performance assessement of RC structures. Earthquake Engng Struct. Dyn. 38(8) DOI 10.1002/eqe.882
- A. Amirpour, H. Mirzabozorg. Quantifying the Qualitative Limit-States Using IDA Approach in Concrete Arch Dams. Arab J Sci Eng 39(11) (2014) DOI 10.1007/s13369-014-1393-z
- Y. Liu, Y. Zhang, R. Wu, J. Zhou, Y. Zheng. Nonexistence and Non-Decoupling of the Dissipative Potential for Geo-Materials. (2015) DOI 10.1061/9780784479278.016
- J. LI, Q. HUANG. STOCHASTIC VISCOUS-DAMAGE CONSTITUTIVE MODEL FOR CONCRETE. J. Earthquake and Tsunami 07(03) (2013) DOI 10.1142/s1793431113500279
- R. Delgado, P. Delgado, N. Vila Pouca, A. Arêde, P. Rocha, A. Costa. Shear effects on hollow section piers under seismic actions: experimental and numerical analysis. Bull Earthquake Eng 7(2) (2008) DOI 10.1007/s10518-008-9098-x
- R. Delgado, A. Costa, A. Arêde, N. Pouca, J. Guedes, X. Romão, P. Delgado, P. Rocha. Ongoing research on seismic safety assessment. Bull Earthquake Eng 8(1) (2009) DOI 10.1007/s10518-009-9149-y
- B. Silva, J. Guedes, A. Arêde, A. Costa. Calibration and application of a continuum damage model on the simulation of stone masonry structures: Gondar church as a case study. Bull Earthquake Eng 10(1) (2010) DOI 10.1007/s10518-010-9216-4
- B. Silva, A. Pappas, J. Guedes, F. da Porto, C. Modena. Numerical analysis of the in-plane behaviour of three-leaf stone masonry panels consolidated with grout injection. Bull Earthquake Eng 15(1) (2016) DOI 10.1007/s10518-016-9969-5
- D. Feng, J. Xu. An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures. Bull Earthquake Eng 16(11) (2018) DOI 10.1007/s10518-018-0392-y
- 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
- X. Hu, Q. Lu, S. Cheng. Uniaxial Damaged Plastic Constitutive Relation of Recycled Aggregate Concrete. Advances in Materials Science and Engineering 2019 DOI 10.1155/2019/2982195
- L. Zhang, W. Yu. On the Constitutive Relations for Damaged Elastoplastic Materials Coupling Anisotropic Damage and Plasticity. (2014) DOI 10.2514/6.2014-1170
- L. Zhang, W. Yu. On the Closed-Form Constitutive Relations for Damageable Elasto-Viscoplastic Materials. (2015) DOI 10.2514/6.2015-0702
- Z. Gao, L. Zhang, W. Yu. A nonlocal constitutive model for damageable brittle and quasi-brittle materials. (2017) DOI 10.2514/6.2017-0654
- S. Liang, J. Chen, J. Li, S. Lin, S. Chi, M. Hillman, M. Roth, W. Heard. Numerical investigation of statistical variation of concrete damage properties between scales. Int J Fract 208(1-2) (2017) DOI 10.1007/s10704-017-0217-z
- 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
- M. Kitzig, U. Häußler-Combe. Modeling of plain concrete structures based on an anisotropic damage formulation. Mater Struct 44(10) (2011) DOI 10.1617/s11527-011-9741-x
- R. Sousa, H. Sousa, J. Guedes. Diagonal compressive strength of masonry samples—experimental and numerical approach. Mater Struct 46(5) (2012) DOI 10.1617/s11527-012-9933-z
- R. Scotta, P. Giorgi. Comparative cyclic tests of exterior flat slab–column connections in normal concrete and fiber-reinforced lightweight aggregate concrete. Mater Struct 49(10) (2015) DOI 10.1617/s11527-015-0772-6
- Y. Jiao, B. Wang, Z. Shen. A New 3D Empirical Plastic and Damage Model for Simulating the Failure of Concrete Structure. Int J Concr Struct Mater 13(1) (2019) DOI 10.1186/s40069-019-0362-z
- A. Monnamitheen Abdul Gafoor, D. Dinkler. Influence of deformation history parameters on softening behaviour of concrete. Proc. Appl. Math. Mech. 16(1) (2016) DOI 10.1002/pamm.201610066
- P. Wriggers, S. Reese. Multibody Contact Algorithms for Fracturing Solids. DOI 10.1007/978-3-642-20490-6_3
- P. Delgado, A. Monteiro, A. Arêde, N. Vila Pouca, A. Costa, R. Delgado. Non Linear Shear Effects on the Cyclic Behaviour of RC Hollow Piers. (2012) DOI 10.1007/978-3-642-22700-4_33
- 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
- G. Juárez-Luna, H. Méndez-Martínez, M. Ruiz-Sandoval. An isotropic damage model to simulate collapse in reinforced concrete elements. Lat. Am. j. solids struct. 11(13) DOI 10.1590/s1679-78252014001300007
- 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
- X. Ren, S. Zeng, J. Li. A rate-dependent stochastic damage–plasticity model for quasi-brittle materials. Comput Mech 55(2) (2014) DOI 10.1007/s00466-014-1100-7
- R. FARIA, N. POUCA, R. DELGADO. SEISMIC BEHAVIOUR OF A R/C WALL: NUMERICAL SIMULATION AND EXPERIMENTAL VALIDATION. Journal of Earthquake Engineering 6(4) (2008) DOI 10.1080/13632460209350426
- R. FARIA, N. POUCA, R. DELGADO. SIMULATION OF THE CYCLIC BEHAVIOUR OF R/C RECTANGULAR HOLLOW SECTION BRIDGE PIERS VIA A DETAILED NUMERICAL MODEL. Journal of Earthquake Engineering 8(5) (2008) DOI 10.1080/13632460409350507
- P. Delgado, A. Monteiro, A. Arêde, N. Vila Pouca, R. Delgado, A. Costa. Numerical Simulations of RC Hollow Piers Under Horizontal Cyclic Loading. Journal of Earthquake Engineering 15(6) (2011) DOI 10.1080/13632469.2010.545863
- 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
- G. Nguyen, G. Houlsby. A coupled damage–plasticity model for concrete based on thermodynamic principles: Part I: model formulation and parameter identification. Int. J. Numer. Anal. Meth. Geomech. 32(4) (2008) DOI 10.1002/nag.627
- P. Delgado, A. Kappos. Strengthening of RC Bridges. (2017) DOI 10.1007/978-981-10-5858-5_9
- L. Pelà, J. Bourgeois, P. Roca, M. Cervera, M. Chiumenti. Analysis of the Effect of Provisional Ties on the Construction and Current Deformation of Mallorca Cathedral. International Journal of Architectural Heritage 10(4) (2014) DOI 10.1080/15583058.2014.996920
- 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
- R. Gao, J. Li, A. Ang. Stochastic analysis of fatigue of concrete bridges. Structure and Infrastructure Engineering 15(7) (2019) DOI 10.1080/15732479.2019.1569073
- S. Paschalis, A. Lampropoulos. Ultra-High-Performance Fiber-Reinforced Concrete under Cyclic Loading. 113(4) DOI 10.14359/51688928
- C. Wang, J. Xiao. Rate Dependence of Confined Recycled Aggregate Concrete. 114(6) DOI 10.14359/51700833
- 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
- Y. Chang, G. Jiao, K. Zhang, B. Wang, J. Ju. Application and theoretical analysis of C/SiC composites based on continuum damage mechanics. Acta Mechanica Solida Sinica 26(5) DOI 10.1016/s0894-9166(13)60044-0
- L. Lin, C. Li, H. Qi. Nonlinear Analysis of Two Shear Walls Using Elastic Plastic Damage Model. AMM 182-183 (2012) DOI 10.4028/www.scientific.net/amm.182-183.1581
- K. Zhao, W. Zhu, F. Zhu, C. Huang, X. Hua. Study on the Structural Dynamic Characteristics of Sand Washing Tower Based on ANSYS. AMM 578-579 (2014) DOI 10.4028/www.scientific.net/amm.578-579.850
- C. Huang, W. Zhu, F. Zhu, K. Zhao, D. Yin. Study the Structure of the Vibration Characteristics of Sand Washing Water Tower Based on ANSYS. AMM 578-579 (2014) DOI 10.4028/www.scientific.net/amm.578-579.854
- J. Zhang. Three-Parameter Damage Evolution for Quasi-Brittle Solids. AMM 580-583 (2014) DOI 10.4028/www.scientific.net/amm.580-583.3119
- J. Liang, J. Li. Damage Theory Based Fatigue Simulation of Concrete Structure. AMM 784 (2015) DOI 10.4028/www.scientific.net/amm.784.51
- H. Qi, Y. Li. Multi-Axial Concrete Models for Nonlinear Analysis. AMR 1065-1069 (2014) DOI 10.4028/www.scientific.net/amr.1065-1069.2099
- D. Cotsovos, M. Kotsovos. Constitutive Modelling of Concrete Behaviour: Need for Reappraisal. (2010) DOI 10.1007/978-94-007-0053-6_7
- Y. Long, Y. He. An anisotropic damage model for concrete structures under cyclic loading-uniaxial modeling. J. Phys.: Conf. Ser. 842 (2017) DOI 10.1088/1742-6596/842/1/012040
- D. Cotsovos, M. Pavlovic. Numerical investigation of RC structural walls subjected to cyclic loading. Computers and Concrete 2(3) DOI 10.12989/cac.2005.2.3.215
- 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. Finozzi, L. Berto, A. Saetta. Structural response of corroded RC beams: a comprehensive damage approach. Computers and Concrete 15(3) DOI 10.12989/cac.2015.15.3.411
- D. Cardone, G. Perrone, S. Sofia. Experimental and numerical studies on the cyclic behavior of R/C hollow bridge piers with corroded rebars. Earthquakes and Structures 4(1) DOI 10.12989/eas.2013.4.1.041
- N. Kyriakides, C. Chrysostomou, P. Kotronis, E. Georgiou, P. Roussis. Numerical simulation of the experimental results of a RC frame retrofitted with RC Infill walls. Earthquakes and Structures 9(4) DOI 10.12989/eas.2015.9.4.735
- Y. Liu, Y. Zhang, R. Wu, J. Zhou, Y. Zheng. Nonexistence and non-decoupling of the dissipative potential for geo-materials. Geomech. Eng. 9(4) DOI 10.12989/gae.2015.9.4.531
- Y. Liu, Y. Zhang, R. Wu, J. Zhou, Y. Zheng. Nonexistence and non-decoupling of the dissipative potential for geo-materials. Geomech. Eng. 9(5) DOI 10.12989/gae.2015.9.5.569
- 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. Costa, B. Quelhas, J. Almeida. Numerical Modelling Approaches for Existing Masonry and RC Structures. (2013) DOI 10.1007/978-3-642-39686-1_10
- L. Berto, A. Saetta, R. Scotta, R. Vitaliani. An orthotropic damage model for masonry structures. Int. J. Numer. Meth. Engng. 55(2) (2002) DOI 10.1002/nme.495
- E. Comellas, F. Bellomo, S. Oller. A generalized finite-strain damage model for quasi-incompressible hyperelasticity using hybrid formulation. Int. J. Numer. Meth. Engng 105(10) (2015) DOI 10.1002/nme.5118
- J. Li, H. Zhou, Y. Ding. Stochastic seismic collapse and reliability assessment of high-rise reinforced concrete structures. Struct Design Tall Spec Build 27(2) (2017) DOI 10.1002/tal.1417
- X. Ren, Q. Bai, C. Yang, J. Li. Seismic behavior of tall buildings using steel-concrete composite columns and shear walls. Struct Design Tall Spec Build 27(4) (2018) DOI 10.1002/tal.1441
- I. Finozzi, A. Saetta. Damage model for the analysis of structural response of RC columns subjected to corrosion phenomena. (2014) DOI 10.1201/b17394-123
- F. Parisio, S. Samat, L. Laloui. On plasticity-damage modeling of shales. (2014) DOI 10.1201/b17435-41
- 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
- L. Contrafatto, M. Cuomo. Comparison of two forms of strain decomposition in an elastic-plastic damaging model for concrete. Modelling Simul. Mater. Sci. Eng. 15(4) (2007) DOI 10.1088/0965-0393/15/4/s07
- H. Qi, Y. Li, X. Lü. Practical elasto-plastic damage model for dynamic loading and nonlinear analysis of Koyna concrete dam. J. Cent. South Univ. 20(9) (2013) DOI 10.1007/s11771-013-1772-8
- R. Pramanik, D. Deb. Implementation of Smoothed Particle Hydrodynamics for Detonation of Explosive with Application to Rock Fragmentation. Rock Mech Rock Eng 48(4) (2014) DOI 10.1007/s00603-014-0657-y
- J. Zhang, J. Li. Elastoplastic damage model for concrete based on consistent free energy potential. Sci. China Technol. Sci. 57(11) (2014) DOI 10.1007/s11431-014-5677-z
- J. Li, X. Ren. Homogenization-based multi-scale damage theory. Sci. China Phys. Mech. Astron. 53(4) (2010) DOI 10.1007/s11433-010-0160-8
- J. Zhang, J. Li. Construction of homogeneous loading functions for elastoplastic damage models for concrete. Sci. China Phys. Mech. Astron. 57(3) (2014) DOI 10.1007/s11433-013-5188-0
- P. Delgado, A. Arêde, N. Pouca, A. Costa. Numerical Modeling of RC Bridges for Seismic Risk Analysis. DOI 10.4018/978-1-4666-8823-0.ch015
- K. Langenfeld, P. Junker, J. Mosler. Quasi-brittle damage modeling based on incremental energy relaxation combined with a viscous-type regularization. Continuum Mech. Thermodyn. 30(5) (2018) DOI 10.1007/s00161-018-0669-z
- 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
- Q. Hu, L. Yun-Gui, L. Xilin. A Elastic Plastic Damage Model for Concrete Considering Strain Rate Effect and Stiffness Damping. DOI 10.1007/978-3-642-24999-0_59
- F. Zhou, G. Cheng. A Coupled Plastic Damage Model for Concrete considering the Effect of Damage on Plastic Flow. Mathematical Problems in Engineering 2015 DOI 10.1155/2015/867979
- C. Ma, W. Chen, J. Sun. Numerical Implementation of Spatial Elastoplastic Damage Model of Concrete in the Framework of Isogeometric Analysis Approach. Mathematical Problems in Engineering 2016 DOI 10.1155/2016/4273024
- A. Saetta, R. Scotta, R. Vitaliani. Coupled Environmental-Mechanical Damage Model of RC Structures. Journal of Engineering Mechanics 125(8) DOI 10.1061/(asce)0733-9399(1999)125:8(930)
- 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)
- G. Creazza, R. Matteazzi, A. Saetta, R. Vitaliani. Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model. J. Struct. Eng. 128(5) DOI 10.1061/(asce)0733-9445(2002)128:5(646)
- R. Faria, J. Oliver, M. Cervera. Modeling Material Failure in Concrete Structures under Cyclic Actions. J. Struct. Eng. 130(12) DOI 10.1061/(asce)0733-9445(2004)130:12(1997)
- Q. Meng, J. Zhu, T. Wang. Numerical Prediction of Long-Term Deformation for Prestressed Concrete Bridges under Random Heavy Traffic Loads. J. Bridge Eng. 24(11) DOI 10.1061/(asce)be.1943-5592.0001489
- J. Paredes, S. Oller, A. Barbat. New Tension-Compression Damage Model for Complex Analysis of Concrete Structures. J. Eng. Mech. 142(10) DOI 10.1061/(asce)em.1943-7889.0001130
- C. Escudero, S. Oller, X. Martinez, A. Barbat. Procedures Based on Composite FEM Technology for the Resolution of Concrete-Framed Structures with Masonry In-Fills: Comparison with Mexican Building Code. J. Eng. Mech. 143(9) DOI 10.1061/(asce)em.1943-7889.0001275
- J. Chen, J. He, X. Ren, J. Li. Stochastic Harmonic Function Representation of Random Fields for Material Properties of Structures. J. Eng. Mech. 144(7) DOI 10.1061/(asce)em.1943-7889.0001469
- X. Ren, J. Li. Two-Level Consistent Secant Operators for Cyclic Loading of Structures. J. Eng. Mech. 144(8) DOI 10.1061/(asce)em.1943-7889.0001494
- C. Escudero, S. Oller, X. Martinez, A. Barbat, C. Dávalos. Damage Assessment Using Modeling of Large-Scale Confined Masonry Building. J. Eng. Mech. 144(12) DOI 10.1061/(asce)em.1943-7889.0001526
- H. Zhou, J. Li, B. Spencer. Multiscale Random Fields-Based Damage Modeling and Analysis of Concrete Structures. J. Eng. Mech. 145(7) DOI 10.1061/(asce)em.1943-7889.0001618
- M. Liu, Y. Wang. Damage Constitutive Model of Fly Ash Concrete under Freeze-Thaw Cycles. J. Mater. Civ. Eng. 24(9) DOI 10.1061/(asce)mt.1943-5533.0000491
- L. Sun, H. Zhu, Y. Zhu. Two-Stage Viscoelastic-Viscoplastic Damage Constitutive Model of Asphalt Mixtures. J. Mater. Civ. Eng. 25(8) DOI 10.1061/(asce)mt.1943-5533.0000646
- Q. Fu, Y. Xie, G. Long, D. Niu, H. Song. Effect of Strain Rate on Compressive Behavior and Modeling of Cement and Asphalt Mortar. J. Mater. Civ. Eng. 30(3) DOI 10.1061/(asce)mt.1943-5533.0002151
- S. Zeng, X. Ren, J. Li. Triaxial Behavior of Concrete Subjected to Dynamic Compression. J. Struct. Eng. 139(9) DOI 10.1061/(asce)st.1943-541x.0000686
- J. Li, D. Feng, X. Gao, Y. Zhang. Stochastic Nonlinear Behavior of Reinforced Concrete Frames. I: Experimental Investigation. J. Struct. Eng. 142(3) DOI 10.1061/(asce)st.1943-541x.0001442
- D. Feng, X. Ren, J. Li. Softened Damage-Plasticity Model for Analysis of Cracked Reinforced Concrete Structures. J. Struct. Eng. 144(6) DOI 10.1061/(asce)st.1943-541x.0002015
- M. Wang, X. Song, X. Gu. Three-Dimensional Combined Elastic-Plastic and Damage Model for Nonlinear Analysis of Wood. J. Struct. Eng. 144(8) DOI 10.1061/(asce)st.1943-541x.0002098
Share this document
claim authorship
Are you one of the authors of this document?