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Editorial

Modelling, Test and Practice of Steel Structures

1
School of Civil Engineering, Tianjin University, Tianjin 300072, China
2
Department of Civil Engineering, Meijo University, Nagoya 468-8502, Japan
3
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China
*
Author to whom correspondence should be addressed.
Metals 2022, 12(7), 1212; https://doi.org/10.3390/met12071212
Submission received: 11 July 2022 / Accepted: 15 July 2022 / Published: 18 July 2022
(This article belongs to the Special Issue Modelling, Test and Practice of Steel Structures)

1. Introduction and Scope

Steel structures have been widely used in civil engineering in recent decades across applications such as large spatial structures, high-rise buildings, and bridges. With the development of techniques and economy, steel structures are increasingly popular in fabricated industry and residential buildings. Modelling and tests are the main methods for realizing the behaviors of steel structures, including the bearing capacity, the ductility, the seismic performance, etc. The behaviors of entire structures can be realized, and the construction method can be proposed in practical engineering.
This Special Issue on the Modelling, Testing, and Practice of Steel Structures provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. The topics of this issue include the modelling, testing, and practice of steel structures and steel-based composite structures.

2. Contributions

In this Special Issue, 17 high-quality papers covering a wide range of steel structure research including modelling, testing, and construction research on material properties, components, assemblages, connection, and structural behaviors have been published.
Three papers focused on the material properties of structural steel, which presented investigations on the chemical composition of weld metals [1]; the fracture performances of SBHS500, SM570, and SM490 steel [2]; and the cyclic performance of structural steels after exposure to various heating–cooling treatments [3].
Nine papers focused on the mechanical properties of the components and joints of steel and steel-based composite structures, which presented investigations on shear square section steel tube dampers [4], diagonally stiffened steel plate walls [5], offshore platform deck structures [6], ship local structures [7], an L-shaped column composed of RAC-filled steel tubes [8], corrugated steel plate shear walls [9], partially connected steel plate shear walls [10], pipe-in-pipe systems [11], and bolted ball-cylinder joints [12].
Four papers focused on the structural behaviors, which presented investigations on the stability behaviors of a large-span spatial grid arch structure [13], the fatigue performance of a long-span steel truss arched bridge [14,15], and the structural safety performance of prestressed steel structures [16].
One paper focused on the planning method for a material-allocation path and the construction of prestressed steel structures [17].

3. Conclusions and Outlook

Topics such as material properties, the mechanical properties of components and joints, construction methods, and structural behaviors are covered by this Special Issue, presenting the latest developments in structural steel research and their applications. As Guest Editors of this Special Issue, we hope that the reported studies will be useful to researchers in advancing their respective research.

Funding

This research received no external funding.

Acknowledgments

As Guest Editors, we highly appreciate the valuable research works from the contributing authors, the professionalism of the reviewers and editors, and the efforts of the staff working on this Special Issue. Special gratitude goes to the Metals Editorial Office for its great support.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Kim, J.H.; Jung, C.J.; Park, Y.I.L.; Shin, Y.T. Development of Closed-Form Equations for Estimating Mechanical Properties of Weld Metals According to Chemical Composition. Metals 2022, 12, 528. [Google Scholar] [CrossRef]
  2. Liu, Y.; Ikeda, S.; Liu, Y.; Kang, L.; Ge, H. Experimental Investigation of Fracture Performances of SBHS500, SM570 and SM490 Steel Specimens with Notches. Metals 2022, 12, 672. [Google Scholar] [CrossRef]
  3. Du, P.; Liu, H.; Xu, X. Cyclic Performance of Structural Steels after Exposure to Various Heating–Cooling Treatments. Metals 2022, 12, 1146. [Google Scholar] [CrossRef]
  4. Xiao, L.; Li, Y.; Hui, C.; Zhou, Z.; Deng, F. Experimental Study on Mechanical Properties of Shear Square Section Steel Tube Dampers. Metals 2022, 12, 418. [Google Scholar] [CrossRef]
  5. Yang, Y.; Mu, Z.; Zhu, B. Numerical Study on Elastic Buckling Behavior of Diagonally Stiffened Steel Plate Walls under Combined Shear and Non-Uniform Compression. Metals 2022, 12, 600. [Google Scholar] [CrossRef]
  6. Zhou, H.; Han, Y.; Zhang, Y.; Luo, W.; Liu, J.; Yu, R. Numerical and Experimental Research on Similarity Law of the Dynamic Responses of the Offshore Stiffened Plate Subjected to Low Velocity Impact Loading. Metals 2022, 12, 657. [Google Scholar] [CrossRef]
  7. Xiao, S.; Han, Y.; Zhang, Y.; Wei, Q.; Wang, Y.; Wang, N.; Wang, H.; Liu, J.; Liu, Y. A Reliability Analysis Framework of Ship Local Structure Based on Efficient Probabilistic Simulation and Experimental Data Fusion. Metals 2022, 12, 805. [Google Scholar] [CrossRef]
  8. Ma, T.; Chen, Z.; Du, Y.; Zhou, T.; Zhang, Y. Mechanical Properties of L-Shaped Column Composed of RAC-Filled Steel Tubes under Eccentric Compression. Metals 2022, 12, 953. [Google Scholar] [CrossRef]
  9. Tan, Z.; Zhao, Q.; Zhao, Y.; Yu, C. Probabilistic Seismic Assessment of CoSPSW Structures Using Fragility Functions. Metals 2022, 12, 1045. [Google Scholar] [CrossRef]
  10. Yang, Y.; Mu, Z.; Zhu, B. Study on Shear Strength of Partially Connected Steel Plate Shear Wall. Metals 2022, 12, 1060. [Google Scholar] [CrossRef]
  11. Zhang, Z.; Chen, Z.; Liu, H. Lateral Buckling of Pipe-in-Pipe Systems under Sleeper-Distributed Buoyancy—A Numerical Investigation. Metals 2022, 12, 1094. [Google Scholar] [CrossRef]
  12. He, J.; Wu, B.; Wu, N.; Chen, L.; Chen, A.; Li, L.; Xiong, Z.; Lin, J. Numerical and Theoretical Investigation on the Load-Carrying Capacity of Bolted Ball-Cylinder Joints with High-Strength Steel at Elevated Temperatures. Metals 2022, 12, 597. [Google Scholar] [CrossRef]
  13. Chen, Z.; Lin, H.; Wang, X.; Liu, H.; Kawaguchi, K.; Matsui, M. Structural Stability Analysis of Eye of the Yellow Sea, a Large-Span Arched Pedestrian Bridge. Metals 2022, 12, 1138. [Google Scholar] [CrossRef]
  14. Liu, P.; Chen, Y.; Lu, H.; Zhao, J.; An, L.; Wang, Y.; Liu, J. Fatigue Analysis of Long-Span Steel Truss Arched Bridge Part I: Experimental and Numerical Study of Orthotropic Steel Deck. Metals 2022, 12, 1117. [Google Scholar] [CrossRef]
  15. Liu, P.; Lu, H.; Chen, Y.; Zhao, J.; An, L.; Wang, Y.; Liu, J. Fatigue Analysis of Long-Span Steel Truss Arched Bridge Part II: Fatigue Life Assessment of Suspenders Subjected to Dynamic Overloaded Moving Vehicles. Metals 2022, 12, 1035. [Google Scholar] [CrossRef]
  16. Zhu, H.; Wang, Y. Intelligent Analysis for Safety-Influencing Factors of Prestressed Steel Structures Based on Digital Twins and Random Forest. Metals 2022, 12, 646. [Google Scholar] [CrossRef]
  17. Liu, Z.; Shi, G.; Qin, J.; Wang, X.; Sun, J. Prestressed Steel Material-Allocation Path and Construction Using Intelligent Digital Twins. Metals 2022, 12, 631. [Google Scholar] [CrossRef]
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MDPI and ACS Style

Chen, Z.; Ge, H.; Chan, S. Modelling, Test and Practice of Steel Structures. Metals 2022, 12, 1212. https://doi.org/10.3390/met12071212

AMA Style

Chen Z, Ge H, Chan S. Modelling, Test and Practice of Steel Structures. Metals. 2022; 12(7):1212. https://doi.org/10.3390/met12071212

Chicago/Turabian Style

Chen, Zhihua, Hanbin Ge, and Siulai Chan. 2022. "Modelling, Test and Practice of Steel Structures" Metals 12, no. 7: 1212. https://doi.org/10.3390/met12071212

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