Effect of in‑plane damage on the out‑of‑plane mechanical performance of infill walls with recycled concrete blocks

• Autorzy: Yang Yong , Xue Jianyang , Luo Zheng , Gao Liang

Identyfikatory

DOI

10.1007/s43452-023-00788-3

• Języki publikacji: EN

Abstrakty

EN

Out-of-plane (OOP) damage is one of the main failure modes for infill walls in frames during earthquakes, which can result in significant economic losses, injuries, and fatalities, and is difficult to repair. This paper investigates the effect of in-plane(IP) damage on the out-of-plane performance of infill walls using recycled concrete blocks with the finite element software ABAQUS and t was used to model and analyse the infill walls with recycled concrete block frames, and the modelling method is verified by the test results. The out-of-plane performance of 20 infill walls with recycled concrete block specimens of different aspect ratios and block sizes was investigated under various inter-story drift damage conditions. The results indicate that in-plane damage has little effect on the out-of-plane bearing capacity when the inter-story drift is 0.15%, and the initial out-of-plane stiffness of the infill walls increases by 5.4%. However, when the in-plane inter-story drift reaches 0.5%, the out-of-plane bearing capacity decrease by more than 50%, and the initial stiffness and ductility also decrease significantly. The study found that the thickness-to-diagonal length ratio of the infill walls has a prominent effect on the out-of-plane strength reduction, and an empirical formula for the in-plane damage and the out-of-plane strength reduction coefficient was proposed and fitted to the data obtained from the finite element analysis with a root mean square error of 0.18.

Słowa kluczowe

EN

reinforced recycled concrete; concrete frame; seismic behaviour; infill walls damages

PL

beton z recyklingu; rama betonowa; trzęsienia ziemi; uszkodzenie ścian

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2023
• Tom: Vol. 23, no. 4
• Strony: art. e248, 1--22
• Opis fizyczny: Bibliogr. 41 poz., rys., tab., wykr.

Twórcy

autor

Yang Yong

• Xi’an University of Architecture and Technology, School of Civil Engineering, Xi’an, Shaanxi, China

autor

Xue Jianyang

• Xi’an University of Architecture and Technology, School of Civil Engineering, Xi’an, Shaanxi, China
• Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an, Shaanxi, China

autor

Luo Zheng

• Xi’an University of Architecture and Technology, School of Civil Engineering, Xi’an, Shaanxi, China

autor

Gao Liang

• Xi’an University of Architecture and Technology, School of Civil Engineering, Xi’an, Shaanxi, China

Bibliografia

• 1. Wang C, Xiao J, Wang C, et al. Nonlinear damping and nonlinear responses of recycled aggregate concrete frames under earthquake loading. Eng Struct. 2019;201: 109575.
• 2. Xiao J, Li W, Corr DJ, et al. Effects of interfacial transition zones on the stress-strain behavior of modeled recycled aggregate concrete. Cem Concr Res. 2013;52:82-99.
• 3. Ye T, Cao W, Zhang Y, et al. Flexural behavior of corroded reinforced recycled aggregate concrete beams. Adv Mater Sci Eng. 2018;2018:1-14.
• 4. Ryoichi S, Ippei M, Takahisa S, et al. Flexural behavior of reinforced recycled concrete beams. J Adv Concr Technol. 2007;5(1):43-61.
• 5. Won CC, Hyun DY. Compressive behavior of reinforced concrete columns with recycled aggregate under uniaxial loading. Eng Struct. 2012;41:285-93.
• 6. Dong HY, Li YN, Cao WL, et al. Seismic behavior of full-scale steel reinforced recycled concrete columns under high axial compression ratio[J]. Structures. 2021;29:1882-97.
• 7. Lata A, Guo X, Luo RF, et al. Experimental study on the seismic performance of RC frames considering the cast sequence of infilled walls and columns. Structures. 2022;44:186-99.
• 8. Xue JY, Yang Y, Qi LJ. Restoring force model of steel-reinforced recycled concrete frames infilled with recycled concrete blocks. J Building Eng. 2022;60: 105173.
• 9. Xue JY, Huang XG, Luo Z, et al. Experimental and numerical studies on the frame-infill interaction in steel reinforced recycled concrete frames[J]. Steel Compos Struct. 2016;20(6):1391-409.
• 10. Angel R, Abrams DP, Shapiro D, et al. Behavior of reinforced concrete frames with masonry in-fills: civil engineering studies SRS-589[R]. Lincoln Hall: University of Illinois at Urbana-Champaign; 1994.
• 11. Flanagan RD, Bennett RM. Bidirectional behavior of structural clay tile infilled frames. J Struct Eng. 1999;125(3):236-44.
• 12. Sepasdar R. Experimental investigation on the out-of-plane behaviour of concrete masonry infilled RC frames. Halifax: Dalhousie University; 2017.
• 13. Jin W, Zhai CH, Kong JC, et al. In-plane and out-of-plane quasistatic tests on RC frames with a new type of frame-isolated infills. Eng Struct. 2021;246: 113079.
• 14. Misir IS, Ozcelik O, Girgin SC, et al. The behavior of infill walls in RC frames under combined bidirectional loading. J Earthquake Eng. 2016;20(4):559-86.
• 15. Furtado A, Rodrigues H, Arede A, et al. Experimental evaluation of out-of-plane capacity of masonry infill walls. Eng Struct. 2016;111:48-63.
• 16. Verderame GM, Balsamo A, Ricci P, et al. Experimental assessment of the out-of-plane response of strengthened one way spanning masonry infill walls. Compos Struct. 2019;230: 111503.
• 17. Deng MK, Dong ZF, Dai J, et al. Out-of-plane strengthening of URM walls using different fiber-reinforced materials. Constr Build Mater. 2023;362: 129597.
• 18. Ricci P, Di Domenico M, Verderame GM. Experimental assessment of the in-plane /out-of-plane interaction in unreinforced masonry infill walls. Eng Struct. 2018;173:960-78.
• 19. Ricci P, Di Domenico M, Verderame GM. Experimental investigation of the influence of slenderness ratio and of the in-plane/ out-of-plane interaction on the out-of-plane strength of URM infill walls. Constr Build Mater. 2018;191:507-22.
• 20. De Risi MT, Di Domenico M, Ricci P, et al. Experimental investigation on the influence of the aspect ratio on the in-plane /out-of-plane interaction for masonry infills in RC frames. Eng Struct. 2019;189:523-40.
• 21. Noor-E-Khuda DM. Three sides supported unreinforced masonry walls multi-directional loading. Constr Build Mater. 2018;188:1207-20.
• 22. New Zealand Society for Earthquake Engineering (NZSEE), Structural Engineering Society New Zealand Inc. ( SESOC), New Zeal and Geotechnical Society Inc, et al. The seismic assessment of existing buildings, part C-detailed seismic assessment[M]. Wellington: Ministry of Business, Innovation and Employment; 2017.
• 23. Di Domenico M, De Risi MT, Ricci P, et al. Empirical prediction of the in-plane/out-of-plane interaction effects in clay brick unreinforced masonry infill walls. Eng Struct. 2021;227: 111438.
• 24. Xie XX, Qu Z, Fu HR, et al. Effect of prior in-plane damage on the out-of-plane behavior of masonry infill walls. Eng Struct. 2021;226: 111380.
• 25. Zhou Y, Chen ZY, Zhong GQ, et al. Experimental study on out of-plane behaviour of an infilled masonry wall with damping layer joint. Eng Struct. 2021;246: 112993.
• 26. Chen ZY, Zhou Y, Kinoshita T, et al. Distinct element modeling of the in-plane and out-of-plane response of ordinary and innovative masonry infill walls. Structures. 2023;50:1447-60.
• 27. Agnihotri P, Singhal V, Rai DC. Effect of in-plane damage on out-of-plane strength of unreinforced masonry walls. Eng Struct. 2013;57:1-11.
• 28. Dolatshahi KM, Yekrangnia M. Out-of-plane strength reduction of unreinforced masonry walls because of in-plane damages. Earthquake Eng Struct Dynam. 2015;44(13):2157-76.
• 29. Xue JY, Gao L, Luo Z, et al. Experimental study on seismic behavior of steel reinforced recycled aggregate concrete frame infilled with recycled aggregate concrete hollow blocks. J Building Struct. 2014;35(3):77-84 (in Chinese).
• 30. Liu ZQ, Xue JY, Qi LJ, et al. Experimental study on seismic performance of steel-reinforced recycled concrete frame with infill wall. Struct Design Special Building. 2020;29(10):1-14.
• 31. Chen D, Wu H, Fang Q, et al. Out-of-plane behaviors of unreinforced and spray polyurea retrofitted one-way masonry infilled walls[J]. J Building Eng. 2023;67: 106006.
• 32. Zhang MH, Ding JN, Pang L, et al. Influence of mechanical properties of modified mortar on In-plane and out-of-plane seismic performance of RC frame structure with infill walls[J]. Structures. 2023;50:1686-98.
• 33. Bikce M, Emsen E, Erdem MM, et al. An investigation on behavior of RC frames with non-interacting infill wall. Eng Struct. 2021;245: 112920.
• 34. Yuan SC, Lin HF, Zhu ZY, et al. Study on the influence of constructional column on the seismic performance of infilled wall frame structure. J Building Eng. 2023;63: 105410.
• 35. Xiao JZ. Recycled Concrete[M]. China: Architecture and Building Pres; 2008. (in Chinese).
• 36. Liu GQ. The research on the basic mechanical behavior of masonry structure[D]. Changsha: Hunan University; 2005. (in Chinese).
• 37. Camanho PP, Davila CG, De Moure MF. Numerical simulation of mixed-mode progressive delamination in composite materials. J Compos Mater. 2003;37(16):1415-38.
• 38. Esmaeily A, Xiao Y. Behavior of reinforced concrete columns under variable axial loads: analysis. ACI Structure J. 2005;102(5):736-44.
• 39. Mazza F. In-plane-out-of-plane non-linear model of masonry infills in the seismic analysis of RC-framed buildings. Earthquake Eng Struct Dynam. 2019;48(4):432-53.
• 40. Hak S, Morandi P, Magenes G. out-of-plane experimental response of strong masonry infills[C]. 2nd European conference on earthquake engineering and seismology; 2014.
• 41. Ricci P, Di Domenico M, Verderame GM. Experimental assessment of the out-of-plane seismic response of URM infill walls[C]. In: ANIDIS 2017. Pistoia, Italy; 2017.