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Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni

( Vol 64 , Issue 01 ) | 20 Nov 2025

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( Vol 64 , Issue 01 ) | 30 Nov 2025

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Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni

Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni

Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni (ISSN:2097-0137) is a monthly peer-reviewed scopus-indexed journal from 1980 to Present. The publisher of this journal is Journal of Zhongshan University. ASNUS is committed to gathering and disseminating excellent research achievements. The journal welcomes all kind of research/review/abstract papers regarding Multidisciplinary subjects.

Aim And Scope

Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni

1. Agricultural Science / Agri Engineering

2. Electrical & Telecommunication Engineering

3. Computer Science & Engineering

4. Civil and Architectural Engineering Department

5. Food Process Engineering Unit

6. Chemical Engineering Department

7. Mechanical & Material Engineering Division

8. Department of Physics

9. Department of Mathematics

10. Earth & Planetary Sciences

11. Accounting & Financial Studies

12. Social Sciences

13. Economic

14. Environmental Science

15. Linguistics

16. Business Management

17. Law

18. Biological Sciences

19. Public Health

20. Marketing Studies

21. Fishery

22. Zoological Studies

23. Human Resource Management (HRM)

24. Historical Studies

25. Materials Science

26. Global Business

27. Plant Biology (Botany)

28. Psychological Studies

Latest Journal

Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni

ASNUS-19-04-2025-4109
Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni
Analysis of dynamic response of steel-concrete composite beam bridge superstructure under rockfall impact

The impact and damage caused by debris flow on concrete bridges have become a typical disaster scenario. However, the impact disaster mechanism of debris flow on bridge structures remains unclear. This study focused on investigating the impact mechanism of debris avalanches on concrete bridge piers. By employing the discrete element numerical simulation method to examine the effect of debris on

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ASNUS-19-04-2025-4108
Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni
The relationship between different salt crust thickness and soil physical properties in Ebinur Lake wetland and its influencing factors

To investigate the Ebinur lake wetland soil physical properties under salt crusts and their interactions, we selected representative samples of 30 sites from different areas in wetland and with different salt crust thickness, on the depth of 0-20 cm, 20-40 cm, and 40-60 cm, analyzed the physical properties of soil, including porosity, particle size, and water content by combining field investig

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ASNUS-19-04-2025-4107
Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni
Analysis of flexural behavior of prefabricated deck slab with UHPC joints

With the convenient and fast requirements for construction in bridge engineering, prefabricated assembly technology is widely applied in engineering construction. Typically, prefabricated bridge decks are connected through cast-in-place wet joints. Wet joints, as the primary load-bearing parts of bridge decks, undergo complex stress and are prone to cracking and damage. Particularly in the nega

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ASNUS-19-04-2025-4106
Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni
Hybrid hierarchical autonomous learning quantum particle swarm optimization

To more effectively solve the complex optimization problems that exist in nonlinear, high-dimensional, large-sample and complex systems, many intelligent optimization methods have been proposed. Among these algorithms, the particle swarm optimization (PSO) algorithm has attracted scholars’ attention. However, the traditional PSO can easily become an individual optimal solution, leading to

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ASNUS-19-04-2025-4105
Zhongshan Daxue Xuebao/Acta Scientiarum Natralium Universitatis Sunyatseni
Study on bonding performance of CFRP-steel plate interface based on double shear test

Carbon fiber-reinforced polymer (CFRP) has been used widely in the strengthening of steel structures. Steel/CFRP systems being subjected to elevated temperatures is realistic in summer climate events in many countries, which leads to the degradation of the bond performance between CFRP and steel. Therefore, it is critical to study the bond behavior of the CFRP/steel system under elevated temper

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