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Qingzhao Kong

Researcher at Tongji University

Publications -  67
Citations -  2647

Qingzhao Kong is an academic researcher from Tongji University. The author has contributed to research in topics: Transducer & Beam (structure). The author has an hindex of 26, co-authored 67 publications receiving 1821 citations. Previous affiliations of Qingzhao Kong include Halliburton & Curtin University.

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Cyclic Crack Monitoring of a Reinforced Concrete Column under Simulated Pseudo-Dynamic Loading Using Piezoceramic-Based Smart Aggregates

TL;DR: In this article, the authors used piezoceramic-based transducers, known as smart aggregates, to perform structural health monitoring of a reinforced concrete (RC) bridge column subjected to pseudo-dynamic loading.
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Very early age concrete hydration characterization monitoring using piezoceramic based smart aggregates

TL;DR: In this article, a smart aggregate transducer is designed as a sandwich structure using two marble blocks and a pre-soldered lead zirconate titanate (PZT) patch.
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Crack detection and leakage monitoring on reinforced concrete pipe

TL;DR: In this article, a wavelet packet-based energy analysis was developed to distinguish the type of crack and determine the further leakage based on different stress wave energy attenuation propagated through the cracks.
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Damage detection of concrete piles subject to typical damage types based on stress wave measurement using embedded smart aggregates transducers

TL;DR: Wang et al. as mentioned in this paper developed a monitoring system that can detect common pile damages, such as cracks, cracks, mud intrusion and secondary concrete pouring, which may directly result in casualties and economic loss, using embedded piezoceramic-based smart aggregates transducers along with the active sensing approach.
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Detection of Debonding Between Fiber Reinforced Polymer Bar and Concrete Structure Using Piezoceramic Transducers and Wavelet Packet Analysis

TL;DR: In this article, a stress wave-based active sensing approach was proposed to monitor debonding process of fiber reinforced polymer (FRP) bar with the hosting concrete structure, where two smart aggregates (SAs) were fabricated by sandwiching a shear type PZT patch between two protection marble pieces to detect the wave response.