Daniel de Lima Araújo
- Experimental evaluation of the normal and tangential stiffness of the interface between high strength concrete and ultra-high-performance concrete. In: Materials and Structures, v. 57, n. 4 (12 April 2024). (2024):
- An improved analytical model for two-step corbels in a precast concrete system. In: Engineering Structures, v. 284 (Juni 2023). (2023):
- A shear stress-slip relationship in steel fibre-reinforced concrete obtained from push-off testing. In: Construction and Building Materials, v. 293 (Juli 2021). (2021):
- Shear capacity of prestressed hollow core slabs in flexible support using computational modelling. In: Engineering Structures, v. 260 (Juni 2022). (2022):
- Evaluation of shear strength of pre-stressed hollow core slab. In: Structures, v. 38 (April 2022). (2022):
- Experimental analysis of a modified two-step corbel for precast concrete system. In: Engineering Structures, v. 242 (September 2021). (2021):
- Computational modelling and analytical model for two-step corbel for precast concrete system. In: Engineering Structures, v. 244 (Oktober 2021). (2021):
- Shear strength of prestressed 160 mm deep hollow core slabs. In: Engineering Structures, v. 218 (September 2020). (2020):
- Headed steel stud connectors for composite steel beams with precast hollow-core slabs with structural topping. In: Engineering Structures, v. 107 (Januar 2016). (2016):
- Loop connection with fibre-reinforced precast concrete components in tension. In: Engineering Structures, v. 72 (August 2014). (2014):
- Temporary beam-to-column connection for precast concrete frame assembly. In: Engineering Structures, v. 171 (September 2018). (2018):