Editorial: Composite Use of High Strength Steel and Concrete Materials for Sustainable Civil Engineering

Editorial on the Research
Article Composite Use of High Strength Steel and Concrete Materials for Sustainable Civil Engineering

The need for sustainable construction has been accelerated worldwide in order to reduce the use of construction materials and labor costs. High strength materials represent one option for addressing this need, as the higher the strength, the smaller the member size required. This will free up more usable floor area and require fewer materials and less construction work.

The composite use of high strength materials is a potential way of achieving more sustainable construction. To bridge the gap between theoretical development and practical application, the guest editorial team organized this Frontiers in Materials: Structural Materials Research Topic on “Composite Use of High Strength Steel and Concrete Materials for Sustainable Civil Engineering.” The main objective is to present a scientifically and technically rigorous approach to the composite use of high strength materials, understand their mechanical behaviors, and facilitate engineering applications. This Research Topic contains eight contributions ranging from the composite strength of reinforced soft clay and innovative use of ultrahigh strength steel, through the structural problem of capacity enhancement for steel-concrete composite members, to the analysis and design of recycled aggregate concrete (RAC) characterized load-carrying members. Experimental studies, numerical modeling, and structural design are all important aspects of the Research Topic.

We first illustrate the overall picture by considering the paper by Zheng and Wu. This study explores the early strength development of soft clay by combining it with ground granulated blast furnace slag (GGBFS) and fly ash (FA) based geopolymer. The results demonstrated the contribution of prolific hydration products to strengthen soft clay and, more importantly, opened new possibilities for the reinforcement of soft clay by replacing ordinary Portland cement with the GGBFS-FA based geopolymers. A different perspective from Peng et al. has been focused on the dynamic strength of G50 ultra-high-strength steel plates struck by tungsten alloy spherical fragments at high velocity; a different failure model from low strength steel plates was found, which provides clear evidence that the tungsten fragment is eroded, sharpened and breaks into pieces during the penetration process.

To further enhance the load-carrying capacity of steel-concrete composite members, Chen et al. introduced a design scheme to reinforce concrete filled square steel tubular (CFST) columns with inclined square stirrups, and a significant improvement of up to 21% in the load-carrying capacity has been found from such reinforcement. In addition, the ductility is improved and the adverse “arch effect” is reduced. In practice, concrete is sometimes under-reinforced by steel tubes, which may cause premature failure in the CFST columns. To know more about their mechanical behavior, an experimental study by Lu et al. developed a practical calculation method for the load carrying capacity of the CFST columns under compression.

As mentioned above, reduced labor costs also contribute to the sustainability of construction. For this, the structural members may be partially prefabricated in a factory and then installed in situ. The mechanical performance of the prefabricated members could be very different from that of those cast in situ. To ascertain such differences, Wang et al. investigated the shear behavior of multi-bolt connectors for prefabricated steel-concrete composite beams through finite element analysis. A design formula was then proposed to predict the shear resistance of the bolt by considering the multibolt effect in the parametric analysis. The use of construction and demolition waste as aggregates to produce RAC has been considered an effective way to address environmental issues in the construction section. However, the strength and modulus of RAC are usually lower than those of concrete using natural aggregates, and so to use RAC in a high-strength way, researchers have attempted to confine it in a steel tube to form the composite column, since the confinement can significantly improve its strength. Among those works, Liu et al. numerically studied the compressive behavior of RAC filled steel tubular (RACFST) columns by looking into the effect and efficiency of confinement. The effect and efficiency are slightly weaker than counterparts that use natural aggregates; however, a study by Xu et al. revealed that RACFST columns could achieve comparable seismic performance when compared to conventional CFST columns. Furthermore, the bond behavior between RAC and steel subject to a cyclic scheme of high temperature and water cooling was investigated by Zhou et al., who found that the high temperature and the cooling process deteriorated the bond strength, which has an adverse influence on the ultimate load-carrying capacity of the composite members.

The diverse nature of the contributions in this collection is a testament to cross-disciplinary research activities about the composite use of high-strength materials. Nevertheless, there is a common thread running through all contributions, which all observe that high strength, when properly achieved, can be a source of great creativity in achieving more sustainable construction.

Author Contributions

All authors listed have made a substantial, direct, and intellectual contribution to the work and approved it for publication.

Conflict of Interest

The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.

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