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Numerical modelling of end-notched glulam beams reinforced with GFRP bars
(Centro UC de Innovacion en Madera, 2021)
Load carrying capacity of end-notched timber beams can be significantly decreased depending on the geometry of notches. Concentration of tensile stresses perpendicular to grain and shear stresses at the notch corner can ...
Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete
(Elsevier Ltd, 2018)
Six simply supported reinforced concrete beams were tested under sustained loads for 450 days. The beams were made from natural aggregate concrete (NAC), recycled aggregate concrete (RAC) and high volume fly ash concrete ...
Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete
(Elsevier, 2018)
Six simply supported reinforced concrete beams were tested under sustained loads for 450 days. The beams were made from natural aggregate concrete (NAC), recycled aggregate concrete (RAC) and high-volume fly ash concrete ...
Numerical modelling of end-notched glulam beams reinforced with screws
(MASE - Macedonian Association of Structural Engineers, 2019)
Load carrying capacity of solid timber and glued laminated timber (glulam) beams is significantly decreased if there are notches made at the supports. Sudden change in cross-section height (notch) results in deviation of ...
Theoretical analysis of the possibilities for aluminium alloy beam to be strengthened using elements of steel
(Trans Tech Publications Ltd, 2016)
This paper deal, on example of aluminium alloy beam strengthened by using elements of steel, with theoretical analysis of the possibilities for composite action of beam formed from two materials with considerably different ...