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  • SAGE Publications  (15)
  • Song, Gangbing  (15)
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  • SAGE Publications  (15)
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  • 1
    Online Resource
    Online Resource
    SAGE Publications ; 2018
    In:  Journal of Vibration and Control Vol. 24, No. 17 ( 2018-09), p. 4023-4036
    In: Journal of Vibration and Control, SAGE Publications, Vol. 24, No. 17 ( 2018-09), p. 4023-4036
    Abstract: Owing to its easy implementation and robustness, the pounding tuned mass damper (PTMD), which uses viscoelastic materials to cover the pounding boundary to increase the energy dissipation during impact, has been studied in recent years. The conventional PTMD design includes a gap between the pounding mass and the viscoelastic material; the value of this gap should be optimized. In this paper, a novel PTMD is proposed to control structural vibrations. In the proposed PTMD, the pounding boundary covered by viscoelastic materials is simply added to one side of the tuned mass when the tuned mass is in the equilibrium position. Unlike the conventional PTMD, the gap between the tuned mass and the pounding boundary is zero in the proposed design and is no longer a design parameter. A new analytic model is proposed to accurately predict the impact force between viscoelastic materials and steel. Through comparison with the impact force and the indentation from impact experiments, the accuracy of the proposed impact force model is validated. To verify the control performance of the proposed PTMD, an experimental study on a frame with the proposed PTMD is carried out to investigate the control performance in free vibration and forced vibration cases. Both experimental and numerical results show that the proposed PTMD can effectively reduce the response of the frame structure and that the damping ratio of the frame is significantly increased.
    Type of Medium: Online Resource
    ISSN: 1077-5463 , 1741-2986
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2018
    detail.hit.zdb_id: 2070247-4
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  • 2
    In: Journal of Intelligent Material Systems and Structures, SAGE Publications, Vol. 31, No. 12 ( 2020-07), p. 1477-1494
    Abstract: The artificial ground freezing is an important technique for soft soil reinforcement and underground water sealing carried out by continuously refrigerating ground. It is of great significance to monitor the soil strength development in artificial ground freezing projects not only for better evaluation of the soil freeze–thaw status but also for predicting and controlling the concurrent adverse effects which may cause serious engineering accidents. In this study, the electromechanical impedance method was explored in monitoring the soil strength development in the freeze–thaw process. The lead zirconate titanate transducer was embedded inside the soil specimen, and changes in the conductance signatures were monitored throughout the soil freeze–thaw process. The experimental results indicate that the resonant frequency of the embedded lead zirconate titanate transducer can serve as a reliable index for assessment of the soil’s dynamic elastic modulus in the freeze–thaw process. More importantly, an analytical model was developed based on the piezo-elasticity theory to characterize the correlation between the electromechanical impedance of the lead zirconate titanate transducer and the soil’s mechanical properties, and its validity was further confirmed by the experimental research. Based on the proposed model, the development of the soil’s strength can be well predicted from the measured conductance signatures. As a nondestructive testing method, the proposed soil testing technique will help save considerable time and resources by avoiding the conventional sampling, specimen preparation, and testing of soil. The theoretical and experimental research will contribute to the future application of the electromechanical impedance method in real-life artificial ground freezing engineering projects.
    Type of Medium: Online Resource
    ISSN: 1045-389X , 1530-8138
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2020
    detail.hit.zdb_id: 2088313-4
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  • 3
    Online Resource
    Online Resource
    SAGE Publications ; 2013
    In:  International Journal of Distributed Sensor Networks Vol. 9, No. 12 ( 2013-12-01), p. 871213-
    In: International Journal of Distributed Sensor Networks, SAGE Publications, Vol. 9, No. 12 ( 2013-12-01), p. 871213-
    Abstract: This paper reviews the research of monitoring technologies for bolted structural connections. The acoustoelastic effect based method, the piezoelectric active sensing method, and the piezoelectric impedance method are the three commonly used to monitor bolted connections. The basic principle and the applications of these three methods are discussed in detail in this paper. In addition, this paper presents a comparison of these methods and discusses their suitability for in situ or real-time bolt connection monitoring.
    Type of Medium: Online Resource
    ISSN: 1550-1477 , 1550-1477
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2013
    detail.hit.zdb_id: 2192922-1
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  • 4
    Online Resource
    Online Resource
    SAGE Publications ; 2021
    In:  Structural Health Monitoring Vol. 20, No. 5 ( 2021-09), p. 2828-2839
    In: Structural Health Monitoring, SAGE Publications, Vol. 20, No. 5 ( 2021-09), p. 2828-2839
    Abstract: Recently, for bolt looseness detection, percussion-based methods have attracted more attention due to their advantages of eliminating contact sensors. The core issue of percussion-based methods is audio signal processing to characterize different bolt preloads, while current percussion-based methods all depend on machine learning–based techniques that require hand-crafted features and overlook bolt looseness at the incipient stage. Thus, in this article, the main contribution is that we propose a novel one-dimensional training interference capsule neural network (1D-TICapsNet) to process and classify percussion-induced sound signals, thus achieving bolt early looseness detection. First, compared to machine learning–based techniques, 1D-TICapsNet can fuse feature extraction and classification in one frame to achieve better performance. In addition, due to two tricks (i.e. training interference), including wider kernels in the first convolutional layer and the targeted dropout technique, our proposed 1D-TICapsNet outperforms several state-of-the-art deep learning techniques in terms of classification accuracy, computational costs, and the denoising capacity. We call these two tricks as “training interference” since they work during training procedure. Finally, we confirm the effectiveness and superiorities of 1D-TICapsNet via experiments. Considering the efficacy of 1D-TICapsNet, we can expect its real-world applications on bolt early looseness detection and other classification of one-dimensional signals.
    Type of Medium: Online Resource
    ISSN: 1475-9217 , 1741-3168
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2021
    detail.hit.zdb_id: 2101420-6
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  • 5
    Online Resource
    Online Resource
    SAGE Publications ; 2022
    In:  Advances in Structural Engineering Vol. 25, No. 4 ( 2022-03), p. 716-735
    In: Advances in Structural Engineering, SAGE Publications, Vol. 25, No. 4 ( 2022-03), p. 716-735
    Abstract: This paper aims to study the fracture behaviors of high-volume fly ash-self-compacting concrete (HVFA-SCC) mixed with seawater and sea-sand (SWSS) or freshwater and river sand (FWRS). Three-point bending test were performed on 24 notched beams fabricated with varying in replacement ratio of fly ash (0%, 30%, 50%, and 70%) and the type of water and sand (SWSS and FWRS). The initial and unstable fracture toughness of these test specimens are determined by the double- K fracture model. The effect of fly ash replacement ratio and type of water and sand on the fracture parameters is analyzed and discussed. In addition, the cohesive fracture toughness of all the test specimens is calculated by using Gauss–Chebyshev integral method and the weight function method based on the bilinear tensile softening curve given in CEP-FIP Model Code. A comparison of fracture toughness parameters of determined from the experimental approach and analytical approaches is presented in these SCC specimens. Results show that SCC mixed with SWSS replacing FWRS can improve the unstable fracture toughness and fracture energy, and decrease its brittleness behavior. The cohesive fracture toughness of SWSS-SCC specimens is underestimated by these analytical methods based on the tensile softening curve given in CEP-FIP Model Code.
    Type of Medium: Online Resource
    ISSN: 1369-4332 , 2048-4011
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2022
    detail.hit.zdb_id: 2026561-X
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  • 6
    Online Resource
    Online Resource
    SAGE Publications ; 2020
    In:  Structural Health Monitoring Vol. 19, No. 6 ( 2020-11), p. 2023-2032
    In: Structural Health Monitoring, SAGE Publications, Vol. 19, No. 6 ( 2020-11), p. 2023-2032
    Abstract: Among various building blocks, bolted connections are the most widely used components, which can be employed to hold the integrity of entire structures. Looseness detection of bolted connections has been an attractive topic in multiple fields including aerospace and mechanical engineering, since loose-induced bolt failures may lead to costly disasters. Recently, several structural health monitoring methods have been applied to detect bolt looseness; however, they are often impeded in practical use due to the requirement for constant sensor–structure interaction. Thus, the potential of the percussion-based method in detecting bolt looseness has been noticed. In this article, considering the drawbacks existing in prior investigations (e.g. manual feature selection), a new percussion-based method was proposed to inspect bolt looseness. Based on the multifractal analysis and the joint mutual information maximization method, the feature sets of percussion-induced sound signals were selected automatically, which effectively avoided highly experienced personnel for manual feature selection. Subsequently, after feeding extracted feature sets into a gradient boosting decision tree model, we trained a classifier to achieve the identification of bolt looseness. Compared to current percussion-based methods for bolt-loosening detection, the method we proposed in this article has higher accuracy, which is proven by experimental results. Finally, as a rapid and non-invasive structural health monitoring approach, our method can be applied to detect damages in other structures and thus guides future investigations.
    Type of Medium: Online Resource
    ISSN: 1475-9217 , 1741-3168
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2020
    detail.hit.zdb_id: 2101420-6
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  • 7
    Online Resource
    Online Resource
    SAGE Publications ; 2019
    In:  Journal of Vibration and Control Vol. 25, No. 12 ( 2019-06), p. 1812-1822
    In: Journal of Vibration and Control, SAGE Publications, Vol. 25, No. 12 ( 2019-06), p. 1812-1822
    Abstract: This paper explores the feasibility of leveraging the damping generated by the friction between movable flange-mounted ball bearings and a stationary shaft. This bearing–shaft assembly is integrated with a tuned mass damper to form a frictional tuned mass damper (FTMD). The friction coefficient and the equivalent viscous damping ratio of the proposed FTMD were experimentally obtained based on different cases of glass, steel, and aluminum slide shafts. The proposed FTMD was modeled and simulated numerically to study its ability to suppress vibrations on a single degree of freedom structure. Furthermore, a parallel experimental validation of the FTMD was also executed to verify simulation results. Results from both experiments and simulations demonstrated that the proposed FTMD device was able to significantly improve the damping ratio of the primary structure from 0.35% to 5.326% during free vibration, and also to suppress around 90% of uncontrolled structural response at a tuned frequency. In particular, the frequency responses, among the tested shaft materials, suggested that the selected steel slide shaft practically provided a near-optimal damping coefficient, thus the proposed FTMD was able to considerably reduce structural resonant peak amplitudes over the tested excitation frequency domain.
    Type of Medium: Online Resource
    ISSN: 1077-5463 , 1741-2986
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2019
    detail.hit.zdb_id: 2070247-4
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  • 8
    Online Resource
    Online Resource
    SAGE Publications ; 2021
    In:  Structural Health Monitoring Vol. 20, No. 6 ( 2021-11), p. 2917-2935
    In: Structural Health Monitoring, SAGE Publications, Vol. 20, No. 6 ( 2021-11), p. 2917-2935
    Abstract: Acoustic emission technique, as a passive structural health monitoring technique, has been widely applied to detecting and locating the structural damage. The time difference of arrival and the wave velocity are the key factors in most of the acoustic emission localization methods, and the accuracy of these two factors will affect the accuracy of damage localization. To improve the accuracy of damage localization, this article proposes a new damage localization method based on the synchrosqueezed wavelet transform picker and the time-order method. The synchrosqueezed wavelet transform picker, which picks the time–frequency similar point based on time–frequency similarity theory in the low-noise interval of time–frequency matrix, can improve the accuracy and robustness of calculating time difference of arrival. Meanwhile, the time-order method not only measures the wave velocity in real time but also reduces the computing time by appropriately arranging the distribution of acoustic emission sensors. These advantages improve the accuracy and robustness of acoustic emission localization, which was verified by experiments. Furthermore, the new localization method was employed to study the energy distribution in the embedded section of steel bar during the pull-out test of steel bar and concrete, and the results show the types of resistance between steel bar and concrete.
    Type of Medium: Online Resource
    ISSN: 1475-9217 , 1741-3168
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2021
    detail.hit.zdb_id: 2101420-6
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  • 9
    Online Resource
    Online Resource
    SAGE Publications ; 2021
    In:  Journal of Intelligent Material Systems and Structures Vol. 32, No. 5 ( 2021-03), p. 584-596
    In: Journal of Intelligent Material Systems and Structures, SAGE Publications, Vol. 32, No. 5 ( 2021-03), p. 584-596
    Abstract: Elbow erosion monitoring is of great significance to the safety of pipeline systems and maintenance personnel. This paper proposes a new elbow erosion monitoring method, which combines the PZT (lead zirconate titanate) enabled active sensing with the fractional Fourier transform (FrRT), and takes the fractional-order energy peak of the stress wave signal as the damage index. Three 90°-elbows and three 90°-elbow assemblies were used in the experimental studies. Under different erosion degrees, the mass reduction of the three separate elbows was measured by high-precision electronic scale and the residual thickness of the three elbow assemblies was detected by ultrasonic thickness gauge. Two pieces of PZT patches were respectively used to excite and receive the signals in the active sensing. FrFT was used to distinguish the linear sweep signal components of stress wave signals from the energy of other interference or noise signals, and the fractional-order energy peak was used as the damage index. The results show that there is a one-to-one relationship between mass of erosion loss and damage index. Compared with the traditional time domain signal energy method, the new method has the advantage of eliminating the saturation phenomenon. The proposed method and damage index proposed in this paper will be a promising tool for real-time monitoring of elbow erosion.
    Type of Medium: Online Resource
    ISSN: 1045-389X , 1530-8138
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2021
    detail.hit.zdb_id: 2088313-4
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  • 10
    Online Resource
    Online Resource
    SAGE Publications ; 2017
    In:  Journal of Intelligent Material Systems and Structures Vol. 28, No. 9 ( 2017-05), p. 1150-1159
    In: Journal of Intelligent Material Systems and Structures, SAGE Publications, Vol. 28, No. 9 ( 2017-05), p. 1150-1159
    Abstract: The traditional delay-and-sum imaging algorithm usually requires sending an excitation pulse at each piezoceramic transducer and obtains a damage image by drawing only ellipses. A multi-delay-and-sum imaging algorithm is proposed for damage detection of thin-plate-like structures using sparse piezoceramic transducers. Compared with the traditional delay-and-sum imaging algorithm, the proposed algorithm sends only one excitation pulse for each detection. A reflection coefficient is employed in the proposed method to cancel the artifacts caused by the boundary reflection signals, and the reflection coefficient is determined by the distribution of piezoceramic transducers and strength of the reflection signals. An additional time compensation due to the excitation pulse is also made to reduce the error of damage locating. To increase the image pixel value of a damage, the damage image is obtained by drawing both ellipses and hyperbolas with transmitter–sensor pair signals. The experimental results obtained on an aluminum alloy plate demonstrate that the proposed multi-delay-and-sum imaging algorithm can identify a bonded mass damage efficiently and accurately.
    Type of Medium: Online Resource
    ISSN: 1045-389X , 1530-8138
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2017
    detail.hit.zdb_id: 2088313-4
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