journal article·2026-01Open access

Formulation for the matrix analysis of frame structures including fracture mechanics concepts: Applications in tunnel linings and airplane fuselage panels

David Leonardo Nascimento de Figueiredo Amorim, Sergio Persival Baroncini Proença, Julio Flórez-López

Abstract

This paper proposes a procedure for analyzing crack propagation in complex structures based on lumped damage mechanics. This theory combines the concept of a plastic hinge with the procedures of damage and fracture mechanics. Models of damage for monotonic loading and high-cycle fatigue are proposed. The paper also describes the numerical implementation of the models in conventional finite-element programs. The models are validated by comparison with experimental results and classic fracture mechanics analyses. It is shown that the model can be used in multi-scale schemes for the structural assessment of structures in civil, offshore, and aeronautical engineering. Therefore, the proposed model might be useful as a macro-modeling step in multi-scale analysis, as well as a tool for preliminary analysis of structures under fatigue loads.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Fatigue and fracture mechanics · Rock Mechanics and Modeling · Numerical methods in engineering

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Disaster Research Institute, Federal University of Sergipe, São Cristóvão, Sergipe, Brazil

Department of Structural Engineering, Engineering School of São Carlos, University of São Paulo, São Carlos, São Paulo, Brazil

Graduate Program in Civil Engineering, Federal University of Alagoas, Maceió, Alagoas, Brazil

School of Civil Engineering, Chongqing University, Chongqing, China

References (57)

Show source-provided references
1. Abo H, Tanaka M, Yoshida N (2000) Development of a maintenance system for waterways tunnels. Electric Power in Civil Engineering 287: 42–46.
2. 10.2514/1.1716210.2514/1.17162 ↗
3. Ali A, Youzera H, Abualnour M, et al. (2021) Superharmonic vibrations of sandwich beams with fibre composite core layer based on the multiple scale method. Structural Engineering and Mechanics 80(2): 201–210.
4. 10.1007/s40430-022-03765-810.1007/s40430-022-03765-8 ↗
5. Amorim DLNF (2016) On the lumped damage mechanics for nonlinear structural analyses: new developments and applications. Doctorate Thesis University of São Paulo São Carlos Brazil. https://doi.org/10.11606/T.18.2016.tde-06042016-11241410.11606/T.18.2016.tde-06042016-112414 ↗
6. 10.1007/s40430-024-04951-610.1007/s40430-024-04951-6 ↗
7. 10.1016/j.ijsolstr.2013.08.01210.1016/j.ijsolstr.2013.08.012 ↗
8. 10.1016/j.engstruct.2014.03.03110.1016/j.engstruct.2014.03.031 ↗
9. 10.1201/978142005821510.1201/9781420058215 ↗
10. 10.1243/03093247JSA52710.1243/03093247JSA527 ↗
11. 10.1177/1056789523118346510.1177/10567895231183465 ↗
12. Babaei A, Mortezaei A, Salehian H (2019) Sensitivity analysis of the plastic hinge region in the wall pier of reinforced concrete bridges. Structural Engineering and Mechanics 72(6): 675–687.
13. 10.1061/(ASCE)ST.1943-541X.000153610.1061/(ASCE)ST.1943-541X.0001536 ↗
14. 10.1016/j.engstruct.2018.12.00810.1016/j.engstruct.2018.12.008 ↗
15. 10.1007/s11831-022-09795-810.1007/s11831-022-09795-8 ↗
16. 10.1177/1056789524123386610.1177/10567895241233866 ↗
17. 10.1177/1056789524123400210.1177/10567895241234002 ↗
18. 10.1177/1056789522112432410.1177/10567895221124324 ↗
19. 10.1016/0045-7949(94)00394-I10.1016/0045-7949(94)00394-I ↗
20. 10.1016/j.engstruct.2024.11891110.1016/j.engstruct.2024.118911 ↗
21. 10.1108/0264440101100852210.1108/02644401011008522 ↗
22. 10.1177/105678951989006410.1177/1056789519890064 ↗
23. 10.1016/j.advengsoft.2024.10372110.1016/j.advengsoft.2024.103721 ↗
24. 10.4018/978-1-4666-6379-410.4018/978-1-4666-6379-4 ↗
25. 10.1177/1056789522108966310.1177/10567895221089663 ↗
26. 10.1016/j.commatsci.2011.02.02910.1016/j.commatsci.2011.02.029 ↗
27. 10.1177/105678951559863910.1177/1056789515598639 ↗
28. 10.1007/s00707-010-0326-510.1007/s00707-010-0326-5 ↗
29. Han J, Hirayama D, Shintaku Y, et al. (2024a) Crack phase-field enhanced finite cover method for dynamic fracture at finite strain. International Journal of Numerical Methods in Engineering 125: e7371.
30. 10.1177/1056789523119723710.1177/10567895231197237 ↗
31. 10.12989/sem.2016.58.3.45910.12989/sem.2016.58.3.459 ↗
32. 10.1016/j.engstruct.2006.01.01710.1016/j.engstruct.2006.01.017 ↗
33. 10.1177/1056789521103397410.1177/10567895211033974 ↗
34. Lemaitre J, Chaboche JL (1985) Mécaniques des matériaux solides. Paris: Dunod.
35. 10.1007/s40430-023-04288-610.1007/s40430-023-04288-6 ↗
36. 10.1177/1056789521103555810.1177/10567895211035558 ↗
37. 10.1177/1056789521103548810.1177/10567895211035488 ↗
38. 10.1177/1056789523121547410.1177/10567895231215474 ↗
39. 10.1016/S0020-7683(03)00258-010.1016/S0020-7683(03)00258-0 ↗
40. 10.1016/j.engstruct.2022.11548710.1016/j.engstruct.2022.115487 ↗
41. 10.1016/j.engstruct.2012.07.00510.1016/j.engstruct.2012.07.005 ↗
42. 10.12989/cac.2015.15.5.73510.12989/cac.2015.15.5.735 ↗
43. 10.1177/105678952094498610.1177/1056789520944986 ↗
44. 10.1177/1475921723119310210.1177/14759217231193102 ↗
45. Rubino A, Accornero F, Carpinteri A (2024) Fracture mechanics approach to minimum reinforcement design of fibre-reinforced and hybrid-reinforced concrete beams. International Journal of Damage Mechanics: 1–20. DOI: https://doi.org/10.1177/10567895241245865.
46. 10.1016/j.engstruct.2012.12.02610.1016/j.engstruct.2012.12.026 ↗
47. 10.1061/(ASCE)0733-9445(2001)127:9(1085)10.1061/(ASCE)0733-9445(2001)127:9(1085) ↗
48. 10.1177/1056789523121555410.1177/10567895231215554 ↗
49. 10.1177/105678951775046010.1177/1056789517750460 ↗
50. 10.1016/j.engstruct.2019.11007010.1016/j.engstruct.2019.110070 ↗
51. 10.1016/j.compstruc.2011.09.00210.1016/j.compstruc.2011.09.002 ↗
52. 10.1016/j.engfracmech.2023.10970210.1016/j.engfracmech.2023.109702 ↗
53. 10.1177/1056789523118767210.1177/10567895231187672 ↗
54. 10.1177/1056789524123558110.1177/10567895241235581 ↗
55. 10.1177/105678951983155410.1177/1056789519831554 ↗
56. 10.1177/1056789524123438310.1177/10567895241234383 ↗
57. 10.1177/1056789523120463110.1177/10567895231204631 ↗