As the civil infrastructure system expands globally, the demand for construction materials
which are both high performance and durable, have never been high [1-9]. The long -standing
high power steels (AHS) in the motor vehicle sector have been rapidly discovered for their
capacity in civil infrastructure. The developed composition and processing of AHS not only
enhances mechanical properties, but also reduces the environmental footprint of structures
[9-11]. This opinion piece discusses recent progress in permanent AHSS and their purpose
in the civil engineering domain. Additionally, the availability of various grades, including
dual stages, complex-phase and martensitic steels, allows for flexibility in design in bridges,
buildings and transport networks [11-18]. With innovations supporting better corrosion
resistance and better weldability, AHSS could address several limitations that previously
prohibited their civil use [15-20]. This opinion piece discusses recent progress in permanent
AHSS and their purpose in the civil engineering domain.
Material efficiency and structural performance
One of the most compelling arguments to integrate AHSS into a citizen infrastructure
lies in their excellent power-to-world ratio [21]. These steels demonstrate tensile strength of
more than 800MPa, maintaining sufficient flexibility, allowing mild structural designs without
compromising safety. Recent developments in dual stages (DP), change-inspired plasticity
(travel), and mitigation and division (Q&P) steels have opened new avenues for earthquakeresistant
structures, bridges and their use in high-growing buildings [18-22].
Weight reduction potential and embodied carbon savings
One of the most compelling arguments to integrate AHSS into a citizen infrastructure lies
in their excellent power-to-world ratio. These steels demonstrate tensile strength of more than
800MPa while maintaining sufficient flexibility, allowing mild structural designs (as shown in
Figure 1) [6]. By optimizing the section thickness, engineers can manufacture efficient loadbearing
framework that maintain high security margin, while significantly reduces structural
mass. Reducing overall material uses directly translates into lower embodied carbon [23].
AHSS enables designs that achieve uniform structural integrity with low raw materials that
contribute to stability benchmarks and life cycle carbon cut strategies in modern construction.
Enhanced mechanical properties, fatigue and post-yield behavior
AHSS grades such as dual stages (DPs), change-inspired plasticity (travel), and mitigation
and division (Q&P) Steels have shown significant promise in improving structural flexibility.
Their better energy absorption and cruelty makes them suitable for earthquake-resistant
construction, bridge decks and high-growing frames [24-26].
The AHSS components display excellent fatigue resistance and
subsequent behavior of yields, which are important to ensure
long-term reliability in infrastructure subject to dynamic and
cyclic loads. These characteristics help to increase the service life
of structures, reduce the needs of maintenance and repair. Trip
steels are well suited to civil infrastructure due to their excellent
combination of strength and flexibility (Figure 1), which increases
energy absorption during dynamic loads [9-11]. Their better
deformation ability makes them ideal for seismic resistant designs
and long-lasting structural applications.
Figure 1:Stress-strain plots for series of grades of TRIP steel [6].
Stability is no longer optional, but an essential in material
selection. AHSS provides a dual benefit: using low raw materials and
long -term service life. AHSS supports the principles of permanent
construction, by reducing the amount of steel required per structure
and reducing maintenance due to better corrosion resistance and
fatigue properties [24-28]. Additionally, several new generations of
AHSS grade are designed with better recurrence, which enables offloop
material use, which align with circular economy targets.
Innovations in alloy design and processing
Recent innovations have focused on lean alloy design using
elements such as Mn, Si and Al to reduce dependence on expensive
or environmentally effective elements [29]. Thermomechanical
controlled processing (TMCP) and quick cooling techniques have
further enhanced microstic control, enabling the stitching of
properties to specific structural applications. Research in Ti-, Nb-,
and V-Micro alloyed AHSS has exhibited capacity in optimization of
weldability and improvement [25,30-31].
Challenges and implementation strategies
Despite their advantages, the widespread adoption of AHSS
in civil infrastructure faces challenges [32]. These include higher
initial material costs, limited familiarity among civil engineers, and
fabrication constraints [33-34]. To overcome these, interdisciplinary
collaboration between materials scientists and civil engineers
is essential. Design codes must evolve to incorporate AHSS, and
practical demonstrations through pilot projects are needed to build
confidence in the material’s performance.
Advanced High Strength Steels present a transformative
opportunity for sustainable civil infrastructure and it is summarized
below:
A. Advanced high-power steels (AHS) provide exceptional
power-to-knowledge ratio, which enable light, more efficient
structural design without compromising safety.
B. By reducing embroidered carbon and improving recycling,
the AHS contribute significantly to stability goals and circular
economy practices in the construction sector.
C. Mechanical properties such as fatigue resistance and
post-film behavior have increased, which is ideal for dynamic
and long-life citizens of infrastructure applications.
D. Cross-disciplinary collaboration, pilot projects and
updated engineering code will increase cost and design
standard obstacles through AHSS adoption in civil engineering.
Wegmann G, Maruyama K (2000) On the microstructural stability of TiAl / Ti3Al polysynthetically twinned crystals under creep conditions. Philos Mag 80(10): 2283-2298.
Yi HL, Chen P, Hou ZY, Hong N, Cai HL, et al. (2013) A novel design: Partitioning achieved by quenching and tempering (Q–T & P) in an aluminium-added low-density steel. Scripta Materialia 68: 370-374.
Hui Z, Qin Y, Hu T, Wang X, Zhou Y, et al. (2015) On the Faceted and Inclined Twin Boundary of Titanium Carbide Derived from Nanolaminate Ti3AlC2. Journal of the American Ceramic Society 98(5): 1664-67.
Allain S, Chateau JP (2004) Influence of stacking faults on the plastic behaviour of twinning-induced plasticity steels. Metallurgical and Materials Transactions A 35(9): 2749-2761.
Raabe D, M Sachtleber (2006) The formation of microstructure and texture in a high-manganese twinning-induced plasticity steel. Acta Materialia 54(8): 2003-2015.
Professor, Chief Doctor, Director of Department of Pediatric Surgery, Associate Director of Department of Surgery, Doctoral Supervisor Tongji hospital, Tongji medical college, Huazhong University of Science and Technology
Senior Research Engineer and Professor, Center for Refining and Petrochemicals, Research Institute, King Fahd University of Petroleum and Minerals (KFUPM), Dhahran, Saudi Arabia
Interim Dean, College of Education and Health Sciences, Director of Biomechanics Laboratory, Sport Science Innovation Program, Bridgewater State University