scispace - formally typeset
Search or ask a question
Journal ArticleDOI

Study on nonlinear damping behavior of damaged recycled aggregate concrete beams

14 Mar 2021-Structural Concrete (John Wiley & Sons, Ltd)-Vol. 22, Iss: 3, pp 1429-1444
About: This article is published in Structural Concrete.The article was published on 2021-03-14. It has received 6 citations till now. The article focuses on the topics: Aggregate (composite).
Citations
More filters
Posted Content
TL;DR: In this article, a modification of Coulomb's law of friction uses a variable coefficient of friction that depends on a power law in the energy of mechanical oscillation through the use of three different exponents: 0, 1/2 and 1; all commonly encountered nonviscous forms of damping are accommodated.
Abstract: A modification of Coulomb's law of friction uses a variable coefficient of friction that depends on a power law in the energy of mechanical oscillation Through the use of three different exponents: 0, 1/2 and 1; all commonly encountered non-viscous forms of damping are accommodated The nonlinear model appears to yield good agreement with experiment in cases of surface, internal, and amplitude dependent damping

6 citations

Journal ArticleDOI
TL;DR: In this paper, the damping property of a recycled concrete beam with prefabricated cracks through the lens of free vibration attenuation was investigated, and the experiment was designed to evaluate the effects of various recycled aggregate replacement percentages and fracture depths.

2 citations

Journal ArticleDOI
TL;DR: In this article, a universal function of energy dissipation over strain amplitude is established for concrete containing natural aggregate, RCA, and RRA, and an iterative method of estimating the inner damping ratio of RRAC elements from the material damping is proposed.

2 citations

Journal ArticleDOI
TL;DR: In this article , a universal function of energy dissipation over strain amplitude is established for concrete containing natural aggregate, RCA, and RRA, and an iterative method of estimating the inner damping ratio of RRAC elements from the material damping is proposed.

2 citations

References
More filters
Journal ArticleDOI
Finley A. Charney1
TL;DR: In this paper, the effect of Rayleigh proportional damping in the analysis of inelastic structural systems is investigated, and it is shown that when the stiffness portion of the system damping matrix is based on the original system stiffness, artificial damping is generated when the structure yields.
Abstract: This paper investigates the consequence of using Rayleigh proportional damping in the analysis of inelastic structural systems. The discussion is presented theoretically, as well as by example through the analysis of a simple five-story structure. It is shown that when the stiffness portion of the system damping matrix is based on the original system stiffness, artificial damping is generated when the structure yields. When the damping matrix is based on the tangent stiffness but the Rayleigh proportionality constants are based on the initial stiffness, a significant but reduced amplification of damping occurs. When the damping is based on the tangent stiffness and on updated frequencies based on this stiffness, virtually no artificial damping occurs. The paper also investigates the influence on effective damping when localized yielding occurs in areas of concentrated inelasticity. In such cases, it is possible to develop artificial viscous damping forces that are extremely high, but that are not easy to detect. Such artificial damping forces may lead to completely invalid analysis. The paper ends with recommendations for performing analysis where the artificial damping is eliminated, or at least controlled.

279 citations

Journal ArticleDOI
TL;DR: In this paper, the authors reviewed the published literatures on the use of CO2 curing to enhance the properties of the recycled aggregate (RA) and prepared RAC, and the results showed that the RA properties, CO2 concentration and pressure, relative humidity and curing time all had a significant impact on the CRA.
Abstract: In recent years, the CO2 curing technique has been developed to enhance the properties of recycled aggregate (RA) and recycled aggregate concrete (RAC), materials that can absorb the CO2 gas and are more sustainable for the construction industry. A body of literature on the CO2 curing of RA and RAC is currently available, but a systematic review is lacking. Therefore, this paper reviewed the published literatures on the use of CO2 curing to enhance the properties of the RA and prepared RAC. The studies on CO2 curing technology, the properties of carbonated recycled aggregate (CRA), and the micro-properties, workability, mechanical properties and durability performance of concrete with CRA are respectively reviewed. The results showed that the RA properties, CO2 concentration and pressure, relative humidity and curing time all had a significant impact on the properties of CRA. Carbonation treatment improved the pore structure of RA and reduced its porosity, and the workability, mechanical properties and durability performance of prepared RAC were also improved. In addition, an outlook on the CO2 curing of RA and prepared concrete was presented, and we expected that this work may inform further investigation of the use of CO2 curing to enhance the properties of concrete and cement products.

205 citations


"Study on nonlinear damping behavior..." refers background in this paper

  • ...The rapid development of urbanization, on the one hand, results in the boom of wealth, but on the other hand, it leads to a pile of construction and demolition (C&D) waste and a lack of natural aggregates.(1,2) Recycling C&D waste into recycled aggregates to produce recycled aggregate concrete (RAC) is believed as a potential solution to settle these problems at once, and it is getting more interests from researchers and engineers....

    [...]

Journal ArticleDOI
Qin Tang1, Zhiming Ma2, Zhiming Ma1, Huixia Wu1, Wan Wang2 
TL;DR: In this article, the median diameter and replacement ratio of Recycled Powder (RP) concrete should be below 30μm and 30%, respectively, to improve the durability of concrete when the RP fineness is superior to the cement fineness.
Abstract: Recycled powder (RP) is the main by-product in the reclamation of construction and demolition (CD in addition, improvement methods and a benefit evaluation of RP concrete are further introduced. Based on statistical data that describe the activity index of RP and the compressive strength of RP concrete, the median diameter and replacement ratio of RP in concrete preparation should be below 30 μm and 30%, respectively. The use of RP improves the durability of concrete when the RP fineness is superior to the cement fineness. Increasing the RP fineness is an effective approach to improving the properties of RP concrete, and a CO2-curing treatment of RCP is an eco-friendly modification method. Furthermore, the use of RP in concrete has good economic and environmental benefits. Therefore, one expects that this review helps the further use of RP in concrete.

188 citations


"Study on nonlinear damping behavior..." refers background in this paper

  • ...The rapid development of urbanization, on the one hand, results in the boom of wealth, but on the other hand, it leads to a pile of construction and demolition (C&D) waste and a lack of natural aggregates.(1,2) Recycling C&D waste into recycled aggregates to produce recycled aggregate concrete (RAC) is believed as a potential solution to settle these problems at once, and it is getting more interests from researchers and engineers....

    [...]

Journal ArticleDOI
TL;DR: In this article, the authors address the question of a description of the damping characteristics inherent in real structures and present a discussion of the mechanisms causing energy loss and the practicalities of measurement when the parameter is not only nonlinear but also the forcing function and the response are nonstationary.

85 citations


"Study on nonlinear damping behavior..." refers background in this paper

  • ...It is generally accepted that the damping behaviors of concrete are associated with the friction between the surfaces of cracks and opening-closing behaviors of pores, other than the viscous behaviors of moisture and other components within concrete.(22) In 2002, Peters proposed a new universal damping model named as the modified Coulomb damping model....

    [...]

Journal ArticleDOI
TL;DR: In this article, the effect of dry friction on the damping response of frictional joint interfaces was evaluated using the finite element method, and the authors found that dry friction can significantly affect the performance of the micro-slip phenomenon.

71 citations


"Study on nonlinear damping behavior..." refers background in this paper

  • ...For RAC, figuring out the damping properties is even more difficult, since RAC contains more initial damages within the old hardened mortar, and it is widely accepted that the damping behaviors are directly related to the internal friction behaviors of imperfections.(6) On the material level, reliable experimental studies reported that the damping ratio is increased thanks to the incorporation of recycled aggregates,(7) and the possibility of modification on the damping capacity by mixing steel fiber and rubber powder was validated....

    [...]