Seismic behavior of frost-damaged squat RC shear walls under artificial climate environment: a further experimental research

• Autorzy: Rong, Xian-Liang , Zheng, Shan-Suo , Zhang, Yi-Xin , Dong, Li-Guo , Liu, Huan , Dai, Kuang-Yu
• Języki publikacji: EN

Abstrakty

EN

In cold environment, the damage of freezing and thawing poses a great threat to the safety of concrete structures. In this study, six frost-damaged squat reinforced concrete (RC) shear walls were subjected to low cyclic reversal loading to investigate the effects of axial compression ratio, concrete strength and freeze-thaw cycles (FTCs) on the seismic performance of squat RC shear walls. The seismic behavior of the test specimens was evaluated in terms of the frost action at the microstructure level, frost-heave crack patterns, damage processes, failure patterns, hysteretic behaviors, skeleton curves, deformations, and energy dissipation capacities. It shows that the boundary elements and distributed reinforcements had obvious restraining effects on the development of frost-heave cracks. The FTC action weakened the load-carrying capacity, energy dissipation capacity, and shear resistance capacity of the walls. When the number of FTCs is kept at 200, with the increase of the concrete strength, the gel structure (C-S-H) gradually evolved from fibrous to nets, also the width and number of frost-heave cracks started to reduce, and the distribution of frost-heave cracks evolved from the middle of the specimen to the perimeter. Moreover, the energy dissipation capacity and the ratio of the shear displacement on the whole displacement after cracking loading condition started to increase.

Słowa kluczowe

PL

wytrzymałość betonu; ściana żelbetowa; klimat zimny

EN

cold climate; FTCs; seismic performance; squat RC shear wall; axial load ratio; concrete strength

• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2020
• Tom: Vol. 20, no. 4
• Strony: 103--124
• Opis fizyczny: Bibliogr. 47 poz., rys., wykr.

Twórcy

autor

Rong, Xian-Liang

• College of Civil Engineering, Tongji University, Shanghai 200092, China,
• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China

autor

Zheng, Shan-Suo

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China,

autor

Zhang, Yi-Xin

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China

autor

Dong, Li-Guo

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China

autor

Liu, Huan

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China

autor

Dai, Kuang-Yu

• Department of Civil and Environmental Engineering, University of Auckland, Auckland, New Zealand

Bibliografia

• [1] Yang L, Lyu KL, Li HL, et al. Building climate zoning in China using supervised classification-based machine learning. Build Environ. 2020;171:106663.
• [2] Liu L, Lin YY, Wang LN, et al. An integrated local climatic evaluation system for green sustainable ecocity construction: a case study in Shenzhen, China. Build Environ. 2017;114:82–95.
• [3] Li DHW, Yang L, Lam JC. Impact of climate change on energy use in the built environment in different climate Jones-a review. Energy. 2012;42(1):103–12.
• [4] Asphaug SK, Kvande T, Time B, et al. Moisture control strategies of habitable basements in cold climates. Build Environ. 2020;169:106572.
• [5] Mehta PK. Durability of concrete-fifty years progress. In: Proceedings of 2nd international conference on concrete durability, Montreal, Canada; 1991. Vol. 126, p. 1–32.
• [6] Li PX, Zhao GF, Zhang LS. Experimental research on bonding shear property of old concrete damaged in freeze–thaw environment to young concrete. J Build Struct. 2004;25(5):111–7.
• [7] Rønning TF. Freeze–thaw resistance of concrete: effect of: curing conditions, moisture exchange and materials (Ph.D. thesis), Norwegian Institute of Technology, Norwegian, 2001.
• [8] Yazdani F. Damage assessment, characterization, and modeling for enhanced design of concrete bridge decks in cold regions (Ph.D. thesis), North Dakota State University, USA, 2015.
• [9] Berto L, Saetta A, Talledo D. Constitutive model of concrete dam-aged by freeze–thaw action for evaluation of structural performance of RC elements. Constr Build Mater. 2015;98:559–69.
• [10] Duan A, Jin WL, Qian JW. Effect of freeze–thaw cycles on the stress–strain curves of unconfined and confined concrete. Mater Struct. 2011;44(7):1309–24.
• [11] Chen FL, Qiao PZ. Probabilistic damage modeling and service-life prediction of concrete under freeze–thaw action. Mater Struct. 2015;48(8):2697–711.
• [12] Hanjari KZ, Utgenannt P, Lundgren K. Experimental study of the material and bond properties of frost-damaged concrete. Cem Concr Res. 2011;41(3):244–54.
• [13] Xu SH, Li AB, Wang H. Bond properties for deformed steel bar in frost-damaged concrete under monotonic and reversed cyclic loading. Constr Build Mater. 2017;148:344–58.
• [14] Petersen L, Lohaus L, Polak MA. Influence of freezing-and-thawing damage on behavior of reinforced concrete elements. ACI Mater J. 2007;104(4):369–78.
• [15] Duan A, Li ZY, Zhang WC, et al. Flexural behaviour of rein-forced concrete beams under freeze–thaw cycles and sustained load. Struct Infrastruct Eng. 2017;13(10):1350–8.
• [16] Cao DF, Zhou KF, Zhou M, et al. Study on the shear behaviors of RC beams after freeze–thaw cycles. Appl Mech Mater. 2014;488:750–4.
• [17] Cao DF, Ma Z, Ge WJ, et al. Experimental study on the eccentric compressive behaviors of RC columns after freeze-thaw cycles. In: International Conference on Sustainable Civil Infrastructure, Yichang, China, 2014; p. 38–45.
• [18] Hanjari KZ, Kettil P, Lundgren K. Modelling the structural behaviour of frost-damaged reinforced concrete structures. Struct Infrastruct Eng. 2011;9(5):416–31.
• [19] Mou B, Li X, Qiao QY, et al. Seismic behavior of the corner joints of a frame under biaxial cyclic loading. Eng Struct. 2019;196:109316.
• [20] Qin Q, Zheng SS, Dong LG et al. Considering shear behavior of beam-column connections to assess the seismic performance of RC frames subjected to freeze–thaw cycles. J Earthq Eng. 2019;1–26.
• [21] Xu SH, Li AB, Ji ZY, et al. Seismic performance of reinforced concrete columns after freeze–thaw cycles. Constr Build Mater. 2016;102:861–71.
• [22] Qin Q, Zheng SS, Li L, et al. Experimental study and numerical simulation of seismic behavior for RC columns subjected to freeze–thaw cycles. Adv Mater Sci Eng. 2017;2017:1–13.
• [23] Liu KH, Yan JC, Zou CY. A pilot experimental study on seismic behavior of recycled aggregate concrete columns after freeze–thaw cycles. Constr Build Mater. 2018;164:497–507.
• [24] Looi DTW, Su RKL, Cheng B, et al. Effects of axial load on seismic performance of reinforced concrete walls with short shear span. Eng Struct. 2017;151:312–26.
• [25] Kuang JS, Ho YB. Seismic behavior and ductility of squat reinforced concrete shear walls with nonseismic detailing. ACI Struct J. 2008;105(2):225–31.
• [26] Hidalgo PA, Ledezma CA, Jordan RM. Seismic behavior of squat reinforced concrete shear walls. Earthq Spectra. 2002;18(2):287–308.
• [27] Li HH, Li B. Study of a new macro-finite element model for seismic performance of RC shear walls using quasi-static experiments. Adv Struct Eng. 2006;9(2):173–84.
• [28] Kuang JS, Yuen YP. Ductility design of reinforced concrete shear walls with the consideration of axial load ratio. Hkie Trans. 2015;22(3):123–33.
• [29] Yang W, Zheng SS, Zhang DY, et al. Seismic behaviors of squat reinforced concrete shear walls under freeze-thaw cycles: a pilot experimental study. Eng Struct. 2016;124:49–63.
• [30] National Standard of the People’s Republic of China. Standard for test methods of longterm performance and durability of ordinary concrete GB/T50082-2009. Beijing: China Architecture and Building Press; 2009.
• [31] Industry Standard of the People’s Republic of China. Specification of test methods for earthquake resistant building JGJ101-96. Beijing: China Architecture and Building Press; 1996.
• [32] Industry Standard of the People’s Republic of China. Technical specification for concrete structures of tall building JGJ3-2002. Beijing: China Architecture and Building Press; 2002.
• [33] Wang ZH, Li L, Zhang YX, et al. Reinforcement model considering slip effect. Eng Struct. 2019;198:109493.
• [34] Rong XL, Zheng SS, Zhang YX, et al. Experimental study on the seismic behavior of RC shear walls after freeze–thaw damage. Eng Struct. 2020;206:110101.
• [35] Xue YC, Yang Y, Yu YL. Cyclic behavior of partially precast steel reinforced concrete short columns: experiment and theoretical analysis. Eng Struct. 2019;199:109658.
• [36] Hirosawa M. Past experimental results on reinforced concrete shear walls and analysis on them. Tokyo: Building Research Institute, Ministry of Construction; 1975.
• [37] Zhou W, Shi XY, Lu X, et al. The mechanical and microstructural properties of refuse mudstone-GGBS-red mud based geopolymer composites made with sand. Constr Build Mater. 2020;253:119193.
• [38] Wang ZH, Li L, Zhang YX. Bond-slip model considering freeze–thaw damage effect of concrete and its application. Eng Struct. 2019;201:109831.
• [39] Zhang YX, Bicici E, Sezen H, et al. Reinforcement slip model considering corrosion effects. Constr Build Mater. 2020;235:117348.
• [40] Park R. Ductility evaluation from laboratory and analytical testing. In: Proceedings of the 9th world conference on earthquake engineering, Tokyo-Kyoto, Japan, 1988. Vol. 8, p. 605–616.
• [41] Bompa DV, Elghazouli AY. Inelastic cyclic behaviour of RC members incorporating threaded reinforcement couplers. Eng Struct. 2019;180:468–83.
• [42] National Standard of the People’s Republic of China. Code for seismic design of buildings GB/T50011-2010. Beijing: China Architecture and Building Press; 2010.
• [43] Qin Q. Experimental study on seismic behavior of multiage RC shear wall structures in offshore atmospheric environment and seismic vulnerability analysis (Ph.D. thesis), Xi’an University of Architecture and Technology, Xian, China, 2017.
• [44] Massone LM, Wallace JW. Load-deformation responses of slender reinforced concrete walls. ACI Struct J. 2004;101(1):103–13.
• [45] Kolozvari KI. Analytical modeling of cyclic shear-flexure interaction in reinforced concrete structural walls (Ph.D. thesis), University of California Los Angeles, USA, 2013.
• [46] Peng T, Li JY, Cao JG. Quality check and anti-freeze evaluation on the face slab for the upper reservoir of Shisanling pumped storage power station. Water Power. 2003;29(1):65–7.
• [47] Zhang YG, Zhang Z, Xue SA, et al. Stability analysis of a typical landslide mass in the three gorges reservoir under varying under varying reservoir water levels. Environ Earth Sci. 2020;79:42.

Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)

Identyfikatory

DOI

10.1007/s43452-020-00081-7