Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees

LIANG Chaofeng; FU Yangyan; ZHAO Jiangxia; GAO Yueqing; WANG Chunhui

doi:10.13204/j.gyjzG21111009

Volume 52 Issue 8

Aug. 2022

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(8): 194-200,146

LIANG Chaofeng, FU Yangyan, ZHAO Jiangxia, GAO Yueqing, WANG Chunhui. Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 194-200,146. doi: 10.13204/j.gyjzG21111009

Citation:

LIANG Chaofeng, FU Yangyan, ZHAO Jiangxia, GAO Yueqing, WANG Chunhui. Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 194-200,146. doi: 10.13204/j.gyjzG21111009

Citation:

LIANG Chaofeng, FU Yangyan, ZHAO Jiangxia, GAO Yueqing, WANG Chunhui. Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 194-200,146. doi: 10.13204/j.gyjzG21111009

PDF( 5754 KB)

Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees

doi: 10.13204/j.gyjzG21111009

1. School of Civil Engineering, Shaoxing University, Shaoxing 312000, China;
2. School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China

Received Date: 2021-11-10
Available Online: 2022-12-01

Abstract

Abstract

Utilizing recycled rubber particles prepared from waste tires and recycled aggregates crushed from waste concrete is one of the important ways for the sustainable development of building materials. Incorporation of rubber modification significantly affects the damping characteristics and damage development of recycled aggregate concrete (RAC). Considering the effect of rubber replacement ratio by volume, silane coupling agent and defoamer, the first-order natural frequency and damping ratio of rubber modified recycled aggregate concrete (RRAC) subjected to cyclic loadings with different stress amplitudes were measured by suspension free vibration method, and its dynamic elastic modulus and loss modulus were quantitatively evaluated with the recorded data. The evolution of RRAC damping characteristics with damage index was revealed. The results showed that the first-order damping ratio of RRAC at the elastic stage increases by 10.2% to 30.6% with the increasing of rubber replacement ratio, while the dynamic elastic modulus decreased by 4.2% to 22.0%. The Presoaking of rubber particles with silane coupling agent and the addition of defoamer increased the dynamic elastic modulus of RRAC by 5.1% to 21.0%, but reduced the first-order damping ratio of RRAC by 7.1% to 17.2%. The damage index of RRAC increased rapidly first then slowly with increasing stress amplitude, which was opposite to that of RAC, and the damage index of RRAC was larger than that of RAC. This was mainly attributed to the weak interface of the rubber particles. Besides, the first-order damping ratio of RRAC increased linearly with the increase of damage index. 10% dosage of rubber content could increase the first-order damping ratio and loss modulus, and increase the energy dissipation capacity of RRAC.
- rubber modified recycled aggregate concrete,
- damping ratio,
- loss modulus,
- dynamic elastic modulus,
- damage index

FullText(HTML)

References(35)

References

[1]	TOPCU I B. The properties of rubberized concrete [J]. Cement and Concrete Research, 1994, 25(2):304-310.
[2]	SIDDIKA A, MAMUN M A A, ALYOUSEF R, et al. Properties and utilizations of waste tire rubber in concrete: a review [J]. Construction and Building Materials, 2019, 224: 711-731.
[3]	XUE J, SHINOZUKA M. Rubberized concrete: a green structural material with enhanced energy-dissipation capability [J]. Construction and Building Materials, 2013, 42: 196-204.
[4]	COLOMER ROSELL E A, ALCAN~IZ MARTI＇NEZ J H, FEMENI＇A QUILES R, et al. Mitigation of vibrations in rail tunnels from the injection of a new mortar composed of recycled tire rubber in the space formed by segments and excavated land[J]. Journal of Vibration Engineering and Technologies, 2020,9(3):469-476.
[5]	ZHENG L, SHARON HUO X, YUAN Y. Experimental investigation on dynamic properties of rubberized concrete [J]. Construction and Building Materials, 2008, 22(5): 939-947.
[6]	MEESIT R, KAEWUNRUEN S. Vibration characteristics of micro-engineered crumb rubber concrete for railway sleeper applications [J]. Journal of Advanced Concrete Technology, 2017, 15(2):55-66.
[7]	NADAL G A, GADEA B J M, PARRES G A F, et al. Analysis behaviour of static and dynamic properties of Ethylene-Propylene-Diene-Methylene crumb rubber mortar [J]. Construction and Building Materials, 2014, 50: 671-682.
[8]	刘娟红,宋少民. 表面处理的橡胶颗粒对混凝土阻尼性能的影响[J]. 北京工业大学学报, 2009, 35(12): 1619-1623.
[9]	KAEWUNRUEN S, LI D, YU C, et al. Enhancement of dynamic damping in eco-friendly railway concrete sleepers using waste-tyre crumb rubber [J]. Materials, 2018, 11(7):1169-1188.
[10]	LIANG C, PAN B, MA Z, et al. Utilization of CO₂ curing to enhance the properties of recycled aggregate and prepared concrete: a review [J]. Cement and Concrete Composites, 2020, 105. DOI: 10.1016/j.cemconcomp.2019.103446.
[11]	BEHERA M, BHATTACHARYYA S K, MINOCHA A K, et al. Recycled aggregate from C&D waste & its use in concrete-a breakthrough towards sustainability in construction sector: a review[J]. Construction and Building Materials, 2014, 68: 501-516.
[12]	LIANG C, LIU T, XIAO J, et al. The damping property of recycled aggregate concrete[J]. Construction and Building Materials, 2016, 102: 834-842.
[13]	梁超锋,刘铁军,肖建庄,等. 再生混凝土悬臂梁阻尼性能与损伤关系的试验研究[J]. 土木工程学报, 2016, 49(7): 100-106.
[14]	XIAO J, LI W, SUN Z, et al. Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation[J]. Cement and Concrete Composites, 2013, 37: 276-292.
[15]	XIAO J, LIU Q, WU Y. Numerical and experimental studies on fracture process of recycled concrete[J]. Fatigue and Fracture of Engineering Materials and Structures, 2012, 35(8): 801-808.
[16]	王静,石元,陈爱玖.橡胶再生混凝土基本力学性能试验研究[J]. 混凝土, 2014(4):74-77.
[17]	中华人民共和国建设部. 普通混凝土用砂、石质量及检验方法标准:JGJ 52—2006[S]. 北京: 中国建筑工业出版社, 2006.
[18]	LIANG C, XIAO J, WANG Y, et al. Frequency-dependent damping properties of recycled aggregate concrete [J]. Journal of Materials in Civil Engineering, 2021, 33(7). DOI: 10.1061/(ASCE)MT.1943-5533.0003742.
[19]	American Society for Testing and Materials. Standard test method for fundamental transverse, longitudinal, and torsional resonant frequencies of concrete specimens: ASTM C215—2019 [S]. Philadelphia:ASTM, 2019.
[20]	TIAN Y, YAN X, ZHANG M, et al. Effect of the characteristics of lightweight aggregates presaturated polymer emulsion on the mechanical and damping properties of concrete[J]. Construction and Building Materials, 2020,253. DOI: 1016/j.conbuildmat.2020.119154.
[21]	CHOPRA A K. Dynamics of structures: Theory and applications to earthquake engineering[M]. Englewood Cliffs, NJ: Prentice Hall, 2001.
[22]	ELMENSHAWI A, BROWN T. Hysteretic energy and damping capacity of flexural elements constructed with different concrete strengths[J]. Engineering Structures, 2010, 32(1): 297-305.
[23]	RODRIGUEZ-GOMEZ S, CAKMAK A S. Evaluation of seismic damage indices for reinforced concrete structures [D]. Buffalo: State University of New York, 1990.
[24]	中华人民共和国住房和城乡建设部. 混凝土物理力学性能试验方法标准:GB/T 50081—2019[S]. 北京: 中国建筑工业出版社, 2019.
[25]	ALBANO C, CAMACHO N, REYES J, et al. Influence of scrap rubber addition to portland I concrete composites: destructive and non-destructive testing[J]. Composite Structures, 2005, 71(3/4):439-446.
[26]	TURATSINZE A, GARROS M. On the modulus of elasticity and strain capacity of self-compacting concrete incorporating rubber aggregates[J]. Resources, Conservation and Recycling, 2008, 52(10): 1209-1215.
[27]	HORA M, REITERMAN P. Assessment of the air-entraining effect of rubber powder and its influence on the frost resistance of concrete[J]. Revista Romana De Material-Romanian Journal of Materials, 2016, 46:327-333.
[28]	ZHANG H, GOU M, LIU X, et al. Effect of rubber particle modification on properties of rubberized concrete[J]. Journal of Wuhan University of Technology (Materials Science Edition), 2014, 29(4): 763-768.
[29]	DONG Q, HUANG B, SHU X. Rubber modified concrete improved by chemically active coating and silane coupling agent[J]. Construction and Building Materials, 2013, 48: 116-123.
[30]	周汝兵. 消泡剂对橡胶颗粒混凝土性能的影响[C]//建筑科技与管理学术交流会论文集. 北京:2013.
[31]	BOMPA D, ELGHAZOULI A, XU B, STAFFORD P, et al. Experimental assessment and constitutive modelling of rubberised concrete materials[J]. Construction and Building Materials, 2017,137: 246-260.
[32]	CHEN A, HAN X, WANG Z, GUO T. Dynamic properties of pretreated rubberized concrete under incremental loading[J]. Materials, 2021, 14(9): 2183.
[33]	LIANG C, XIAO J, WANG Y, et al. Relationship between internal viscous damping and stiffness of concrete material and structure [J]. Structural Concrete, 2021,22(3):1410-1428.
[34]	LIANG C, XIAO J, WANG C, et al. Hysteretic energy and damping variation of recycled aggregate concrete with different cyclic compression loading levels[J]. Journal of Building Engineering, 2021, 44. DOI: 10.1016/j.jobe.2021.102936.
[35]	BOWLAND A G. Comparison and analysis of the strength, stiffness, and damping characteristics of concrete with rubber, latex, and carbonate additives [D]. Virginia: Virginia Polytechnic Institute and State University, 2011.