R. H. Grzebieta
- Analysis of CFRP externally-reinforced steel CHS tubular beams. In: Composite Structures, v. 92, n. 12 (November 2010). (2010):
- Strength of circular hollow sections (CHS) tubular beams externally reinforced by carbon FRP sheets in pure bending. In: Thin-Walled Structures, v. 47, n. 10 (Oktober 2009). (2009):
- Numerical modelling of square tubular steel beams subjected to transverse blast loads. In: Thin-Walled Structures, v. 47, n. 12 (Dezember 2009). (2009):
- Steel square hollow sections subjected to transverse blast loads. In: Thin-Walled Structures, v. 53 (April 2012). (2012):
- Plastic Slenderness Limits for Cold-Formed Circular Hollow Sections. In: Australian Journal of Structural Engineering, v. 3, n. 3 ( 2002). (2002):
- Concrete-filled circular steel tubes subjected to pure bending. In: Journal of Constructional Steel Research, v. 57, n. 11 (November 2001). (2001):
- Hollow and concrete filled steel hollow sections under transverse impact loads. In: Engineering Structures, v. 30, n. 10 (Oktober 2008). (2008):