journal article·2022-09

A cohesive fracture model for predicting crack spacing and crack width in reinforced concrete structures

Umberto De Maio, Fabrizio Greco, Lorenzo Leonetti, Paolo Nevone Blasi, Andrea Pranno

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OpenAlex topics: Structural Behavior of Reinforced Concrete · Numerical methods in engineering · Structural Response to Dynamic Loads

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References (57)

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1. Breysse · 2010 · 28
2. C.E.-I du B. (CEB-FIP), CEB-FIP Model Code for concrete structures 2010, (2013).
3. E. C. for S (CEN), EN 1992-1-1 Eurocode 2: Design of concrete structures - part 1–1: General rules and rules for buildings, (2004).
4. ACI, Building code requirements for structural concrete:(ACI 318-95); and commentary (ACI 318r95), (1995).
5. Flexural layered deformational model of reinforced concrete members10.1680/macr.2004.56.10.575 ↗
6. Effect of arrangement of tensile reinforcement on flexural stiffness and cracking10.1016/j.engstruct.2016.06.026 ↗
7. Influence of aggregates on cracking sensitivity of concrete10.4028/www.scientific.net/AMM.204-208.3299 ↗
8. Evaluation of tension-stiffening, crack spacing and crack width of geopolymer concretes10.1016/j.conbuildmat.2017.11.085 ↗
9. Cracking and tension stiffening behavior of high-strength concrete tension members subjected to axial load10.1260/136943309788251614 ↗
10. Cracking behavior of steel fiber-reinforced concrete members containing conventional reinforcement
11. Experimental evaluations and modeling of the tensile behavior of polypropylene/single-walled carbon nanotubes fibers10.1016/j.compstruct.2017.04.049 ↗
12. Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams10.1016/j.engstruct.2016.11.007 ↗
13. Flexural crack widths in concrete girders with high-strength reinforcement10.1061/(ASCE)BE.1943-5592.0000306 ↗
14. Crack opening behavior of concrete reinforced with high strength reinforcing steel10.1007/s40069-013-0054-z ↗
15. Experimental investigation on flexural cracking behavior of ultrahigh performance concrete beams10.1002/suco.201900339 ↗
16. A study of concrete cover separation failure in FRP-plated RC beams via an inter-element fracture approach10.1016/j.compstruct.2019.01.025 ↗
17. Experimental investigation on bond behavior of cement-matrix–based composites for strengthening of masonry structures10.1061/(ASCE)CC.1943-5614.0000598 ↗
18. An investigation about debonding mechanisms in FRP-strengthened RC structural elements by using a cohesive/volumetric modeling technique10.1016/j.tafmec.2021.103199 ↗
19. Structural and seismic vulnerability assessment of the Santa Maria Assunta Cathedral in Catanzaro (Italy): classical and advanced approaches for the analysis of local and global failure mechanisms10.3221/IGF-ESIS.60.32 ↗
20. Modified hinged beam test on steel fabric reinforced cementitious matrix (SFRCM)10.1016/j.compositesb.2018.03.019 ↗
21. Double lap shear test on steel fabric reinforced cementitious matrix (SFRCM)10.1016/j.compstruct.2018.06.001 ↗
22. Tension-stiffness model for reinforced concrete bars10.1061/(ASCE)0733-9445(1990)116:3(769) ↗
23. Prediction of cracking response of reinforced concrete tensile members10.1061/(ASCE)0733-9445(1997)123:1(70) ↗
24. Concrete fracture prediction using bilinear softening10.1016/j.cemconcomp.2006.12.002 ↗
25. DEM simulation of concrete fracture and crack evolution10.1002/suco.201100036 ↗
26. Fracture mechanics analysis of cracking in plain and reinforced concrete using the boundary element method10.1016/S0013-7944(01)00089-3 ↗
27. Discrete vs smeared crack models for concrete fracture: bridging the gap10.1002/nag.374 ↗
28. Implementation of smeared crack approach in rigid block and spring modeling of reinforced concrete10.1016/j.engstruct.2019.109779 ↗
29. A damage model for masonry structures10.1016/S0997-7538(98)80087-9 ↗
30. Uncertainty of the smeared crack model applied to RC beams10.1016/j.engfracmech.2020.107088 ↗
31. Buckling loads of nano-beams in stress-driven nonlocal elasticity10.1080/15376494.2018.1501523 ↗
32. Band gap tuning through microscopic instabilities of compressively loaded lightened nacre-like composite metamaterials10.1016/j.compstruct.2021.115032 ↗
33. Macro- and micro-instabilities in incompressible bioinspired composite materials with nacre-like microstructure10.1016/j.compstruct.2021.114004 ↗
34. Investigation of concrete cracking phenomena by using cohesive fracture-based techniques: A comparison between an embedded crack model and a refined diffuse interface model10.1016/j.tafmec.2021.103062 ↗
35. Extended finite element method for cohesive crack growth10.1016/S0013-7944(01)00128-X ↗
36. Comparative finite element modelling approaches for the seismic vulnerability analysis of historical masonry structures: the case study of the Cathedral of Catanzaro (Italy)10.1504/IJMRI.2022.10044503 ↗
37. On the effect of interfacial patterns on energy dissipation in plastically deforming adhesive bonded ductile sheets10.1016/j.ijsolstr.2020.04.001 ↗
38. Crack propagation modeling in functionally graded materials using Moving Mesh technique and interaction integral approach10.1016/j.compstruct.2021.114005 ↗
39. Crack propagation under thermo-mechanical loadings based on moving mesh strategy10.1016/j.tafmec.2021.103033 ↗
40. Some aspects on three-dimensional numerical modelling of reinforced concrete structures using the finite element method10.1016/S0965-9978(00)00093-4 ↗
41. Finite-element parametric study of bond and splitting stresses in reinforced concrete tie members10.1061/(ASCE)ST.1943-541X.0000903 ↗
42. Modified steel bar model incorporating bond-slip effects for embedded element method10.1016/j.conbuildmat.2015.02.027 ↗
43. Whole-process crack width prediction of reinforced concrete structures considering bonding deterioration10.1016/j.engstruct.2017.03.060 ↗
44. Failure analysis of ultra high-performance fiber-reinforced concrete structures enhanced with nanomaterials by using a diffuse cohesive interface approach10.3390/nano10091792 ↗
45. Crack width analysis of reinforced concrete members under flexure by finite element method and crack queuing algorithm10.1016/j.engstruct.2015.10.012 ↗
46. Meso-scale phase field modelling of reinforced concrete structures subjected to corrosion of multiple reinforcements10.1016/j.conbuildmat.2022.126376 ↗
47. Hydro-chemo-mechanical phase field formulation for corrosion induced cracking in reinforced concrete10.1016/j.cemconres.2021.106404 ↗
48. Iterative coupling of flow, geomechanics and adaptive phase-field fracture including level-set crack width approaches10.1016/j.cam.2016.10.022 ↗
49. Nonlinear effects in fracture induced failure of compressively loaded fiber reinforced composites10.1016/j.compstruct.2018.01.014 ↗
50. Mechanical behavior of bio-inspired nacre-like composites: a hybrid multiscale modeling approach10.1016/j.compstruct.2019.111625 ↗
51. Nonlinear compressive failure analysis of biaxially loaded fiber reinforced materials10.1016/j.compositesb.2018.04.006 ↗
52. Homogenization of dynamic behaviour of heterogeneous beams with random Young’s modulus10.1016/j.euromechsol.2018.09.002 ↗
53. Homogenization of the heterogeneous beam dynamics: the influence of the random Young’s modulus mixing law10.1016/j.compositesb.2019.03.025 ↗
54. A refined diffuse cohesive approach for the failure analysis in quasibrittle materials—part I: Theoretical formulation and numerical calibration10.1111/ffe.13107 ↗
55. A refined diffuse cohesive approach for the failure analysis in quasibrittle materials—part II: Application to plain and reinforced concrete structures10.1111/ffe.13115 ↗
56. Investigation of mesh dependency issues in the simulation of crack propagation in quasi-brittle materials by using a diffuse interface modeling approach10.1111/ffe.13635 ↗
57. A multiscale analysis of instability-induced failure mechanisms in fiber-reinforced composite structures via alternative modeling approaches10.1016/j.compstruct.2020.112529 ↗