Outputs (9)

Flexural and cracking behavior of corroded RC continuous beams strengthened with energized C-FRCM system (2023)
Journal Article
Feng, R., Tang, J., Liu, P., Wang, F., Zeng, J., & Zhu, J. (2024). Flexural and cracking behavior of corroded RC continuous beams strengthened with energized C-FRCM system. Structural Concrete, 25(1), 659-676. https://doi.org/10.1002/suco.202300397

This paper presents an experimental investigation into the flexural and cracking behavior of corroded reinforced concrete continuous beams with 11-month wet–dry cycles strengthened by anodic polarized carbon-fabric-reinforced cementitious matrix (C-F... Read More about Flexural and cracking behavior of corroded RC continuous beams strengthened with energized C-FRCM system.

Property enhancement of recycled concrete aggregates through surface treatment (2023)
Conference Proceeding
Wang, H., Fang, Y., Wang, F., & Airey, G. D. (2023). Property enhancement of recycled concrete aggregates through surface treatment. In Advances in Functional Pavements - Proceedings of the 7th Chinese-European Workshop on Functional Pavements, CEW 2023 (116-121). https://doi.org/10.1201/9781003387374-23

Recycled concrete aggregate (RCA) retrieved from construction demolition and excavation waste is widely used as an alternative to natural aggregate (NA) in the construction industry. However, the weak adhered mortar adversely affects the properties o... Read More about Property enhancement of recycled concrete aggregates through surface treatment.

Experimental study on eccentric compressive behaviors of 6061-T6 aluminum tubular long columns filled with concrete (2023)
Journal Article
Mi, Q., Shu, Q., Wang, F., Liu, P., Zhu, M., & Wang, W. (2024). Experimental study on eccentric compressive behaviors of 6061-T6 aluminum tubular long columns filled with concrete. Engineering Structures, 299, Article 117040. https://doi.org/10.1016/j.engstruct.2023.117040

In this paper, eccentric compressive experiments of 12 circular and 6 square concrete-filled 6061-T6 aluminum tubular (CFAT) long columns were carried out. The influence of the section form, thickness of aluminum tube, slenderness ratio, and eccentri... Read More about Experimental study on eccentric compressive behaviors of 6061-T6 aluminum tubular long columns filled with concrete.

Testing, numerical analysis and design of CFDST cross-sections with square stainless steel outer tubes in bending (2023)
Journal Article
Wang, F., Young, B., & Gardner, L. (2023). Testing, numerical analysis and design of CFDST cross-sections with square stainless steel outer tubes in bending. Journal of Constructional Steel Research, 211, Article 108125. https://doi.org/10.1016/j.jcsr.2023.108125

The structural performance and design of concrete-filled double skin tubular (CFDST) cross-sections with square stainless steel outer tubes are studied herein. A total of 17 four-point bending tests on CFDST cross-sections with varying concrete grade... Read More about Testing, numerical analysis and design of CFDST cross-sections with square stainless steel outer tubes in bending.

Bond behavior between section steel and concrete in partially encased composite structural members (2023)
Journal Article
Wang, C., Zhou, Y., Cao, F., Su, T., & Wang, F. (2023). Bond behavior between section steel and concrete in partially encased composite structural members. Construction and Building Materials, 400, Article 132521. https://doi.org/10.1016/j.conbuildmat.2023.132521

In this paper, the bond behavior between the section steel and concrete in partially encased composite structural members (PEC) is investigated, and the concrete strength, anchorage length, and amount of expansion agent are considered. The results sh... Read More about Bond behavior between section steel and concrete in partially encased composite structural members.

Load introduction and transfer mechanism of K-type CFST circular section connections (2023)
Journal Article
Song, S., Chen, J., Liu, J., & Wang, F. (2023). Load introduction and transfer mechanism of K-type CFST circular section connections. Journal of Building Engineering, 75, Article 106954. https://doi.org/10.1016/j.jobe.2023.106954

This paper investigates the mechanism of load introduction and transfers for K-type concrete-filled steel tubular (CFST) circular section connections experimentally and numerically. Six K-type CFST connections were tested. Three-dimensional finite el... Read More about Load introduction and transfer mechanism of K-type CFST circular section connections.

Testing of precast recycled aggregate concrete shear wall with pressed sleeve connection subjected to cyclic loading (2023)
Journal Article
Yuan, C., Cai, J., Wang, F., He, A., He, B., Chen, Q., & Zuo, Z. (2023). Testing of precast recycled aggregate concrete shear wall with pressed sleeve connection subjected to cyclic loading. Structural Concrete, 24(5), 5887-5908. https://doi.org/10.1002/suco.202200982

The pressed sleeve connection is a new type of connection technique reported in China recently. To explore the possibility of combining the advantages of pressed sleeve connections and recycled aggregate concrete (RAC) in precast concrete, the seismi... Read More about Testing of precast recycled aggregate concrete shear wall with pressed sleeve connection subjected to cyclic loading.

Cold-formed austenitic stainless steel SHS brace members under cyclic loading: Finite element modelling, design considerations (2023)
Journal Article
Cho, Y. H., Wang, F., & Kim, T. S. (2023). Cold-formed austenitic stainless steel SHS brace members under cyclic loading: Finite element modelling, design considerations. Steel and Composite Structures, 47(1), 135-145. https://doi.org/10.12989/scs.2023.47.1.135

This study presents a numerical investigation into the hysteretic behavior of cold-formed austenitic stainless steel square hollow section (SHS) brace members using a commercial finite element (FE) analysis software ABAQUS/Standard. The initial/post... Read More about Cold-formed austenitic stainless steel SHS brace members under cyclic loading: Finite element modelling, design considerations.

Seismic performance of circular concrete-filled steel tube columns reinforced with inner latticed steel angles (2023)
Journal Article
Yang, Z. M., Chen, J., Wang, F., & Wang, J. (2023). Seismic performance of circular concrete-filled steel tube columns reinforced with inner latticed steel angles. Journal of Constructional Steel Research, 205, Article 107908. https://doi.org/10.1016/j.jcsr.2023.107908

The seismic behavior of circular concrete-filled steel tube (CFST) columns with inner latticed steel angles under combined axial load and reversed cyclic horizontal load was studied in this paper. A total of 8 specimens was tested, including two CFST... Read More about Seismic performance of circular concrete-filled steel tube columns reinforced with inner latticed steel angles.