journal article·2024-10

FEM simulations applied to the failure analysis of RC structure under the influence of municipal sewage pressure

Łukasz Skarżyński, Ireneusz Marzec

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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Innovative concrete reinforcement materials

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References (38)

Show source-provided references
1. On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects10.1016/0020-7683(89)90015-2 ↗
2. An energy release rate-based plastic damage model for concrete10.1016/j.ijsolstr.2005.05.038 ↗
3. A plasticity and anisotropic damage model for plain concrete
4. Zhu Q., Zhao L. and Shao J. (2016) Analytical and numerical analysis of frictional damage in quasi brittle materials.10.1016/j.jmps.2016.04.002 ↗
5. A review of continuum damage and plasticity in concrete: Part II – numerical framework
6. Experimental and numerical investigations on RC beams with stirrups scaled along height or length
7. A new anisotropic elasto-plastic-damage model for quasi-brittle materials using strain energy equivalence10.1016/j.mechmat.2021.104163 ↗
8. Modeling reinforced concrete beams under mixed shear-tension failure with different continuous FE approaches10.12989/cac.2013.12.5.585 ↗
9. Computational modelling of concrete behaviour under static and dynamic conditions10.2478/bpasts-2013-0007 ↗
10. Numerical analysis of size effect in RC beams scaled along height or length using elasto-plastic-damage model enhanced by non-local softening10.1016/j.finel.2019.01.007 ↗
11. Experimental and numerical investigations on RC beams with stirrups scaled along height or length10.1016/j.engstruct.2021.113621 ↗
12. Experimental and numerical assessment of size effect in geometrically similar slender concrete beams with basalt reinforcement10.1016/j.engstruct.2017.03.011 ↗
13. Experiments and numerical analyses for composite RC-EPS slabs
14. Numerical analyses of novel prefabricated structural wall panels in residential buildings based on laboratory tests in scale 1:110.1080/19648189.2018.1474382 ↗
15. Fracture evolution in concrete compressive fatigue experiments based on X-ray micro-CT images10.1016/j.ijfatigue.2019.02.002 ↗
16. Shear fracture of longitudinally reinforced concrete beams under bending using Digital Image Correlation and FE simulations with concrete micro-structure based on X-ray micro-computed tomography images10.1016/j.conbuildmat.2020.122116 ↗
17. Construction logs no 269/99/200/ volume I – VII.
18. Construction design of a sewage pumping station with a transformer station and power supply, 1998.
19. Replacement technological design. Sewage pumping station, 1998.
20. Strengthening and air-tight sealing of the sewage tank ceiling. Author’s supervision, 2001.
21. As-built documentation of the strengthening and air-tight sealing of the sewage tank ceiling, 2001.
22. Standard PN-EN 12504-1:2019. Testing concrete in structures – Part 1: Cored specimens. Taking, examining and testing in compression.
23. Standard PN-EN 12390-7:2019. Testing hardened concrete – Part 7: Density of hardened concrete.
24. Standard PN-EN 13791:2019. Assessment of in-situ compressive strength in structures and precast components.
25. Standard PN-EN 12390-3:2019. Testing hardened concrete – Part 3: Compressive strength of test specimens.
26. Stiffness degradation in gradient-dependent coupled damage-plasticity
27. A description of micro- and macroscale damage of concrete structures10.1016/0013-7944(86)90036-6 ↗
28. Plastic-damage model for cyclic loading of concrete structures10.1061/(ASCE)0733-9399(1998)124:8(892) ↗
29. Gradient enhanced damage modelling of concrete fracture10.1002/(SICI)1099-1484(1998100)3:4<323::AID-CFM51>3.0.CO;2-Z ↗
30. Geers · 1997
31. Gradient-enhanced damage modelling of concrete fracture10.1002/(SICI)1099-1484(1998100)3:4<323::AID-CFM51>3.0.CO;2-Z ↗
32. Gradient damage models and their use to approximate brittle fracture10.1177/1056789510386852 ↗
34. Non-local yield limit degradation10.1002/nme.1620260809 ↗
35. Cohesive cracks versus nonlocal models: Closing the gap10.1007/BF00017284 ↗
36. Nonlocal models for damage and fracture: Comparison of approaches10.1016/S0020-7683(97)00306-5 ↗
37. Abaqus Documentation (2023), Dassault Systemes.
38. Standard PN-B-03264:2002. Plain, reinforced and prestressed concrete structures - Analysis and structural design.