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

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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

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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

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References

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