- Bond-slip behavior of the FRP bar-sea sand concrete interface and its effect on the finite element analysis of RC beam. In: Construction and Building Materials, v. 436 (July 2024). (2024):
- A multiscale experimental study of CFRP-UHPFRC interfacial bond behaviour: Failure mechanisms and a fibre volume dependent bond-slip law. In: Structures, v. 63 (May 2024). (2024):
- Effect of fiber reinforcement on bond behavior between coral aggregate concrete and GFRP bar. In: Construction and Building Materials, v. 403 (November 2023). (2023):
- Dynamic responses and mooring line failure analysis of the fully submersible platform for floating wind turbine under typhoon. In: Engineering Structures, v. 301 (February 2024). (2024):
- Mesoscale modelling of concrete damage in FRP-concrete debonding failure. In: Engineering Structures, v. 289 (August 2023). (2023):
- Mesoscale modelling of the FRP-concrete debonding mechanism in the pull-off test. In: Composite Structures, v. 309 (April 2023). (2023):
- Experimental and numerical investigations of the tensile behaviour of steel-TRM prepared with recycled glass sands and lime. In: Construction and Building Materials, v. 280 (April 2021). (2021):
- Quadrilateral scaled boundary spectral shell elements for static and dynamic analyses of functionally graded plates and shells. In: Composite Structures, v. 288 (May 2022). (2022):
- Comparative study on the tensile mechanical behavior of GFRP bars under and after high temperature exposure. In: Case Studies in Construction Materials, v. 16 (June 2022). (2022):
- Quadrilateral scaled boundary spectral shell elements with assumed natural strains. In: Computers & Structures, v. 259 (January 2022). (2022):
- Three-dimensional damage analysis by the scaled boundary finite element method. In: Computers & Structures, v. 206 (15 August 2018). (2018):
- Study on the interfacial shear behavior of steel reinforced concrete (SRC) members with stud connectors after fire. In: Frontiers of Structural and Civil Engineering, v. 8, n. 2 (May 2014). (2014):
- Experimental study of structural damage identification based on modal parameters and decay ratio of acceleration signals. In: Frontiers of Architecture and Civil Engineering in China, v. 5, n. 1 (August 2010). (2010):