Ba Thang Phung
Ba Thang Phung has a total of 5 co-authors. Here are the top co-authors by number of shared publications:
- Huu Hung Nguyen1 shared publication
- Khanh Nguyen
ETS de Ingeniería Aeronáutica y del Espacio, Universidad Politécnica de Madrid, Madrid, Spain
1 shared publication - Trong Chuc Nguyen
Le Quy Don Technical University
1 shared publication Van Kim Ly
1 shared publication- Xuan Dai Nguyen
Institute of Techniques for Special Engineering, Le Quy Don Technical University
1 shared publication
Latest Publications
- Open Access
- 1 July 2026
- Published by WNGB Scientific Publishing House Sp. z o.o. in Advances in Science and Technology Research Journal
- Vol. 20 (7) , 263-277
Dynamic analysis of skew hollow-slab railway bridges under high-speed train loads using three-dimensional finite element and analytical beam models
- 1 July 2026
- Published by WNGB Scientific Publishing House Sp. z o.o. in Advances in Science and Technology Research Journal
- Vol. 20 (7) , 263-277
Open AccessDynamic analysis of skew hollow-slab railway bridges under high-speed train loads using three-dimensional finite element and analytical beam models
- 30 December 2025
- Published by Society for Structural Integrity and Life "Prof. dr Stojan Sedmak" in Structural Integrity and Life
- Vol. 25 (3) , 501-508
Numerical model and experiment to determine stress and displacement of steel box girder bridge structure
The need to develop the city's transportation system is growing in tandem with the development of society. Congestion in urban areas is a difficult problem that has been and continues to be addressed. Building overpass systems at intersections is one way to quickly solve that problem. Because of the shorter construction time, steel overpasses are more convenient in the city than pre-reinforced concrete overpasses. Therefore, steel box girders have been widely used for straight and curved highway and transit structures over the last decade. To meet the demand for such structural elements, design criteria had to be developed. Despite the fact that many steel bridges have been built, there have been few studies on how this structure works, particularly the warping effect in the steel beam section. The study presents modelling and experiments to determine the stress and displacement of a steel box bridge structure taking into account the section warping effect. Results demonstrate that when the plate element model is used to model, the results are reliable. Research findings will be used as a reference for steel box girder bridge structure design projects in Vietnam.
- 30 December 2025
- Published by Society for Structural Integrity and Life "Prof. dr Stojan Sedmak" in Structural Integrity and Life
- Vol. 25 (3) , 501-508
Numerical model and experiment to determine stress and displacement of steel box girder bridge structure
The need to develop the city's transportation system is growing in tandem with the development of society. Congestion in urban areas is a difficult problem that has been and continues to be addressed. Building overpass systems at intersections is one way to quickly solve that problem. Because of the shorter construction time, steel overpasses are more convenient in the city than pre-reinforced concrete overpasses. Therefore, steel box girders have been widely used for straight and curved highway and transit structures over the last decade. To meet the demand for such structural elements, design criteria had to be developed. Despite the fact that many steel bridges have been built, there have been few studies on how this structure works, particularly the warping effect in the steel beam section. The study presents modelling and experiments to determine the stress and displacement of a steel box bridge structure taking into account the section warping effect. Results demonstrate that when the plate element model is used to model, the results are reliable. Research findings will be used as a reference for steel box girder bridge structure design projects in Vietnam.