<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The increase in complexity and quality standards of civil engineering projects continues to drive the innovation of construction materials from the traditional ordinary concrete-steel structure combination to the combination of high-performance concrete and steel structure. In this paper, the application of the combination of high-performance concrete and steel structures in civil engineering projects is investigated based on the mechanical properties of the two structures. The structural reliability index and the corresponding functional function are used to measure the structural reliability of the combination of high-performance concrete and steel structures. After measuring its reliability, a finite element simulation is carried out to investigate the application value of the high-performance concrete-steel structure combination in civil engineering projects. Considering the reliability index of resistance and load time-varying effects decreases with the service time of the combined structure, if the reliability index of the components during the service period is not allowed to be lower than the target reliability index, the time to reach the limit state of the selected high-performance concrete-steel combined building in this paper is about 75 years. The ultimate load-carrying capacity of the high-performance concrete-steel structure combination is increased by 28.74% compared with that of the ordinary concrete-steel structure combination, and the end slip of the high-performance concrete-steel structure combination is smaller than that of the ordinary concrete-steel structure combination under the same load. It shows that the advantages of high-performance concrete-steel structures in civil engineering are much more than ordinary concrete-steel structures.</p>
</abstract>

The increase in complexity and quality standards of civil engineering projects continues to drive the innovation of construction materials from the traditional ordinary concrete-steel structure combination to the combination of high-performance concrete and steel structure. In this paper, the application of the combination of high-performance concrete and steel structures in civil engineering projects is investigated based on the mechanical properties of the two structures. The structural reliability index and the corresponding functional function are used to measure the structural reliability of the combination of high-performance concrete and steel structures. After measuring its reliability, a finite element simulation is carried out to investigate the application value of the high-performance concrete-steel structure combination in civil engineering projects. Considering the reliability index of resistance and load time-varying effects decreases with the service time of the combined structure, if the reliability index of the components during the service period is not allowed to be lower than the target reliability index, the time to reach the limit state of the selected high-performance concrete-steel combined building in this paper is about 75 years. The ultimate load-carrying capacity of the high-performance concrete-steel structure combination is increased by 28.74% compared with that of the ordinary concrete-steel structure combination, and the end slip of the high-performance concrete-steel structure combination is smaller than that of the ordinary concrete-steel structure combination under the same load. It shows that the advantages of high-performance concrete-steel structures in civil engineering are much more than ordinary concrete-steel structures.

Research on the application of high performance concrete and steel structure combination in civil engineering

Applied Mathematics and Nonlinear Sciences

This work is licensed under the Creative Commons Attribution 4.0 International License.

The increase in complexity and quality standards of civil engineering projects continues to drive the innovation of construction materials from the traditional...

Research on the application of high performance concrete and steel structure combination in civil engineering

Publié en ligne: 05 août 2024

Pages: -

Reçu: 10 avr. 2024

Accepté: 03 juil. 2024

DOI: https://doi.org/10.2478/amns-2024-2219

Mots clés
Time-varying effect, Functional function, Reliability index, High-performance concrete, Finite element simulation

© 2024 Taige Wu, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Research on the application of high performance concrete and steel structure combination in civil engineering

Publié en ligne: 05 août 2024

Pages: -

Reçu: 10 avr. 2024

Accepté: 03 juil. 2024

DOI: https://doi.org/10.2478/amns-2024-2219

Mots clésTime-varying effect, Functional function, Reliability index, High-performance concrete, Finite element simulation

© 2024 Taige Wu, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Mots clés
Time-varying effect, Functional function, Reliability index, High-performance concrete, Finite element simulation