Abstract The middle Permian represents a critical interval in therapsid evolution, when gorgonopsians emerged as some of the first specialized apex predators within terrestrial ecosystems. Despite their significance, the early diversification of Gorgonopsia in Gondwana remains poorly understood due to scarcity and fragmentary material.
Zanildo Macungo +5 more
wiley +1 more source
Physics-informed TVAE workflow for data augmentation, mechanical validation, optimization of CFRP-strengthened CFST beams. [PDF]
Admasu MB +3 more
europepmc +1 more source
Steel Plates Versus Hybrid CFRP/Steel Stirrups for Strengthening of Shear-Deficient Concrete Wide Beams Supporting Columns. [PDF]
Al-Hamed O +5 more
europepmc +1 more source
Rational Approach for Evaluating Fire Resistance of Prestressed Concrete Beams Strengthened with Fiber-Reinforced Polymers. [PDF]
Kodur V, Rayala T, Kim HS.
europepmc +1 more source
Experimental evaluation of the effect of openings on the structural performance of diagonally reinforced coupling beams. [PDF]
Elghool A +3 more
europepmc +1 more source
Effect of hybrid fibre reinforcement and rubber aggregates on the flexural performance of reinforced concrete beams. [PDF]
Karthikeyan R, Anuradha B, Deepa K.
europepmc +1 more source
Experimental Study on Flexural Performance of SFCB-Reinforced ECC-Concrete Composite Beams. [PDF]
Ling Y +5 more
europepmc +1 more source
Related searches:
Flexural behaviour of composite beams with high strength steel
Engineering Structures, 2013Abstract In framed buildings, the application of high strength (HS) steel in composite beams is not only beneficial in reducing the self-weight of the structure, but the increased-strength attribute of HS steel is also utilised because most of the steel section in composite beams is in tension and buckling is not an issue.
Huiyong Ban, Mark A. Bradford
openaire +3 more sources
Stability Design of High Strength Steel Beams
ce/papers, 2021AbstractEN 1993‐1‐1 gives stability design rules for columns, beams and beam‐columns up to S460, whereas EN 1993‐1‐12 gives additional guidance for S500 up to S700. Recent studies on flexural buckling of welded H, I and box columns in steel grades S460 to S960, even though limited, show that improved curves can be used for members in high strength ...
Trayana Tankova +2 more
openaire +1 more source

