Marián Rovňák
- Prestressed CLT-concrete composite panels with adhesive shear connection. In: Journal of Building Engineering, v. 56 (September 2022). (2022):
- Shear capacity of unbonded post-tensioned concrete T-beams strengthened with CFRP and GFRP U-wraps. In: Composite Structures, v. 184 (January 2018). (2018):
- Behaviour evaluation of shear connection by means of shear-connection strips. In: Steel and Composite Structures, v. 4, n. 3 (June 2004). (2004):
- Punching Shear Resistance of Interior GFRP Reinforced Slab-Column Connections. In: Journal of Composites for Construction, v. 17, n. 1 (February 2013). (2013):
- Shear resistance of GFRP-reinforced concrete beams. In: Magazine of Concrete Research, v. 63, n. 3 (March 2011). (2011):
- New formula for the estimation of shear resistance of fibre reinforced beams. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 38, n. 1 (January 2011). (2011):
- Punching Shear Capacity of Interior SFRC Slab-Column Connections. In: Journal of Structural Engineering (ASCE), v. 138, n. 5 (May 2012). (2012):
- Flexural-strengthening efficiency of cfrp sheets for unbonded post-tensioned concrete T-beams. In: Engineering Structures, v. 166 (July 2018). (2018):
- Punching shear resistance of post-tensioned steel fiber reinforced concrete flat plates. In: Engineering Structures, v. 45 (December 2012). (2012):