Dynamic analysis of walls strengthened with composite materials
Source abstract
Abstract
Abstract The bidirectional dynamic behavior of walls strengthened with composite materials is studied. For that purpose, a multi-layered high order finite element is developed. The finite element accounts for the bidirectional (plate-type) dynamic behavior and for the interfacial interaction between the adhesively bonded components. The formulation uses a viscoelastic first order shear deformation orthotropic plate theory for the independent modeling of the existing wall and the composite layers and a high order theory for the displacement fields of the adhesive layers. The Finite element framework simplifies the coupling with adjacent structural elements and the use of standard computational procedures. The convergence of the formulation and two numerical examples are studied. The first case studies the response of a strengthened wall to a step base acceleration. The second case studies a wall built in a surrounding frame and strengthened on the outer face. The numerical study examines the capabilities of the model and reveals some of the unique aspect of the dynamic response, including the effects of the orthotropy and orientation of the strengthening system. It also highlights the potential of the high order finite element to become a platform for the modeling and dynamic analysis of the strengthened wall.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Masonry and Concrete Structural Analysis · Structural Engineering and Vibration Analysis · Seismic Performance and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (62)
Show source-provided references
1. Behavior of FRP strengthened infill walls under in-plane seismic loading10.1061/(ASCE)1090-0268(2007)11:3(308) ↗
2. Shear behavior of masonry panels strengthened by FRP laminates10.1016/S0950-0618(02)00043-0 ↗
3. Dynamic response and seismic testing of CMU walls rehabilitation with composite material applied to only one side10.1680/stbu.2002.152.2.135 ↗
4. In-plane shake-table testing of GFRP-strengthened concrete masonry walls10.1193/1.2429564 ↗
5. Failure characteristics of FRP strengthened masonry walls under out-of-plane loads10.1016/j.engstruct.2010.03.016 ↗
6. Lateral out-of-plane strengthening of masonry walls with composite materials10.1061/(ASCE)CC.1943-5614.0000093 ↗
7. Seismic retrofit of concrete-masonry-infilled steel frames with glass fiber polymer laminates10.1061/(ASCE)0733-9445(2004)130:9(1343) ↗
8. An experimental study on strengthening of masonry infilled RC frames using diagonal CFRP strips10.1016/j.compositesb.2007.06.001 ↗
9. Buckling-driven debonding in stiff block – compliant joint structural assemblies patched with composite materials10.1007/s10704-010-9500-y ↗
10. Shear behavior of URM retrofitted with FRP overlays10.1061/(ASCE)1090-0268(1997)1:1(17) ↗
11. Elgawady MA, Lestuzzi P, Badoux M. Dynamic in-plane behavior of URM wall upgraded with composites. In: 3rd International conference on composites in infrastructure ICCI, CD version. San Francisco, USA; 2002. p. 12.
12. Elgawady MA, Lestuzzi P, Badoux M. In-plane lateral behavior of URM walls upgraded with composites. In: Proceedings of the XL-2003 conference, response of structures to extreme loading, CD version. Toronto, Canada; 2003. p. 9.
13. Shear strengthening masonry panels with sheet glass-fiber reinforced polymer10.1061/(ASCE)1090-0268(2004)8:5(434) ↗
14. Seismic retrofit of infilled reinforced concrete frames with CFRP composites10.1007/1-4020-4571-9_19 ↗
15. Kinematic FE limit analysis homogenization model for masonry walls reinforced with continuous FRP grids10.1016/j.ijsolstr.2010.10.007 ↗
16. Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded10.1007/s00466-008-0334-7 ↗
17. Approximate limit analysis of full scale FRP-reinforced masonry buildings through a 3D homogenized FE package10.1016/j.compstruct.2009.09.037 ↗
18. Three-dimensional effects induced by FRP-from-masonry delamination10.1016/j.compstruct.2011.01.022 ↗
19. Haroun MA, Ghoneam EH. Seismic performance testing of masonry – infilled frames retrofitted by fiber composites. In: Proceedings of the 15th international modal analysis conference. Orlando, Florida; 1997. p. 1650–6.
20. Reinforcing masonry walls with composite materials-model10.1106/38XX-GGB5-NXC9-TJHA ↗
21. Reinforcing masonry walls with composite materials-test results10.1106/JVFU-D23H-ATYU-389Y ↗
22. Analysis of infilled reinforced concrete frames strengthened with FRPs10.1007/1-4020-4571-9_30 ↗
23. Analysis and design of FRP composites for seismic retrofit of infill walls in concrete frames10.1016/j.compositesb.2006.08.007 ↗
24. In-Plane shear performance of masonry panels strengthened with FRP10.1016/j.compositesb.2006.11.004 ↗
25. Strengthening of masonry structures using epoxy-bonded FRP laminates10.1061/(ASCE)1090-0268(1998)2:2(96) ↗
26. Masonry strengthened with FRP subjected combined bending and compression, part II: test results and model prediction10.1177/0021998302036009475 ↗
27. Out-of-plane behavior of unreinforced masonry walls strengthened with FRP strips10.1016/j.compscitech.2006.08.021 ↗
28. Geometrically nonlinear effects in the flexural response of masonry walls strengthened with composite materials10.2140/jomms.2007.2.829 ↗
29. Masonry walls strengthened with composite materials – dynamic out-of-plane behavior10.1016/j.euromechsol.2008.01.003 ↗
30. Analytical model for the in-plane shear behavior of URM walls retrofitted with FRP10.1016/j.compscitech.2005.06.015 ↗
31. Lateral stiffness and vibration characteristics of RC shear walls bonded with thin composite plates10.1016/j.compstruct.2005.01.036 ↗
32. RC infilled frame-RC plane frame interactions for seismic resistance10.3923/jas.2007.942.950 ↗
33. Damage of masonry panels reinforced by FRP sheets10.1016/S0020-7683(97)00137-6 ↗
34. Analysis of masonry structures: review of and recent trends in homogenization techniques10.1139/L07-097 ↗
35. In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures10.1016/j.compscitech.2004.03.009 ↗
36. Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method10.1061/(ASCE)0733-9399(2005)131:2(185) ↗
37. In-plane and out-of-plane homogenisation of masonry10.1016/j.compstruc.2006.08.087 ↗
38. 3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips10.1016/j.ijmecsci.2010.01.004 ↗
39. Modelling and analysis of FRP-strengthened masonry panels10.1016/j.engstruct.2007.12.007 ↗
40. Failure mechanisms of polymer-reinforced concrete masonry walls subjected to blast10.1061/(ASCE)0733-9445(2005)131:8(1194) ↗
41. Debonding of FRP plated concrete: a tri-layer fracture treatment10.1016/j.engfracmech.2005.07.007 ↗
42. Fracture mechanics of plate debonding10.1061/(ASCE)1090-0268(2008)12:4(396) ↗
43. An analytical investigation of debonding problems in beams strengthened using composite plates10.1016/j.engfracmech.2006.05.023 ↗
44. Cohesive interface modeling of debonding failure in FRP strengthened beams10.1061/(ASCE)0733-9399(2008)134:7(578) ↗
45. Masonry and monolithic circular arches strengthened with composite materials—a finite element model10.1016/j.compstruc.2009.02.004 ↗
46. Rabinovitch O, Madah H. Dynamics of FRP strengthened unidirectional masonry walls – part I: a multi-layered finite element. J Mech Mater Struct, in press.
47. Buller O. Special finite element for the analysis of sandwich panels with a transversely flexible core. M.Sc. Thesis. Technion-Israel Institute of Technology; 2005.
48. Linke M, Reimerdes HG. Systematic verification of sandwich model assumptions based on specific finite element formulation. In: 8th International conference on sandwich structures ICSS 8. Porto, Portugal; 2008. p. 1082–96.
49. Closed-form high-order analysis of RC beams strengthened with FRP strips10.1061/(ASCE)1090-0268(2000)4:2(65) ↗
50. Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study10.1016/S0950-0618(01)00029-0 ↗
51. High order nonlinear contact effects in the dynamic behavior of delaminated sandwich panels with flexible core10.1016/j.ijsolstr.2006.04.016 ↗
52. High-order free vibration of sandwich panels with a flexible core10.1016/j.ijsolstr.2003.09.051 ↗
53. Vinson · 1986
54. A damping analysis of composite laminates using the closed form expression for the basic damping of Poisson’s ratio10.1016/S0263-8223(99)00107-5 ↗
55. Damping and viscoelastic dynamic response of RC flexural members strengthened with adhesively bonded composite materials10.1061/(ASCE)0733-9399(2007)133:12(1278) ↗
56. High-order theory for sandwich beam behavior with transversely a flexible core10.1061/(ASCE)0733-9399(1992)118:5(1026) ↗
57. Finite element analysis of interfacial stresses in FRP-RC hybrid beams10.1016/j.mechrescom.2003.11.011 ↗
58. Lourenco PB. Computational strategies for masonry structures. PhD Thesis, Delft University of Technology; 1996.
59. Chopra · 2001
60. Clough · 1993
61. A method of computation of structural dynamics10.1061/JMCEA3.0000098 ↗
62. Dynamic condensation method for viscously damped vibration systems in engineering10.1016/S0141-0296(99)00093-0 ↗