作者介紹
李兆超|責編:畢鳳鳴//劉璦
李兆超
Li Zhaochao is a professor, doctor advisor, and the Dean of the School of civil and environmental engineering at Hunan University of Technology. Also, he is the Director of Intelligent Control of Safety and Risk for Existing Engineering Structures, Key Laboratory of Hunan Province. He received his Ph. D degree from Missouri University of Science and Technology in 2018, and was funded by the National Excellent Young Scientists Fund (Overseas) in 2022. He was ranked among the top 2% of scientists by Clarivate Analytics for three consecutive years (2023-2025). His main research areas include the instability and repair of thin-walled structures; development of platforms for smart construction sites, smart transportation, and smart water conservancy; and the application of image processing and computer vision in structural health monitoring. He published over 70 papers as first/corresponding author. He serves on the editorial boards of the journals, such as Smart Civil Infrastructures and Open Mathematics.
目錄
Preface
1 Introduction
1.1 Trenchless rehabilitation technologies
1.2 Buckling of the confined circular liner
1.3 Polyhedral shell
1.4 Application of novel nanocomposites in thin-walled structures
2 Buckling characteristics of a cracked pipeline rehabilitated by a homogeneous liner
2.1 Elastic buckling of a liner with variable thicknesses encased in a rigid pipeline
2.2 Stability of a pipeline-liner system with a grouting void
2.3 Stability of the pipeline-grout-liner system with a crown void
2.4 Stability of grouted liner with a crown void under a concentrated load
3 Buckling characteristics of the cracked pipeline rehabilitated by a polyhedral liner
3.1 Geometric properties of polyhedral liner
3.2 Buckling of encased thin-walled polyhedral liners under external pressure
3.3 Buckling of a polyhedral liner under a point load
3.4 Thermal stability of encased polyhedral liner
4 Buckling of a cracked pipeline rehabilitated by an FGP-GPL liner
4.1 Parametric definition of the FGP-GPL
4.2 Stability of the encased FGP-GPL liner under uniform radial loading
4.3 Stability of a confined FGP-GPL liner under a point load
4.4 Thermal stability of an FGP-GPL liner encased in a cracked pipeline
5 Buckling of an encased FGP-GPL polyhedral liner
5.1 An encased FGP-GPL liner with polyhedral shapes under external pressure
5.2 A confined polyhedral FGP-GPL liner subjected to a point load
5.3 Thermal instability of the confined FGP-GPL polyhedral liner
References
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