Results 151 to 160 of about 1,939 (192)

Optimum Carbon Fiber Reinforced Polymer (CFRP) Design for Flexural Strengthening of Cantilever Concrete Walls Using Artificial Neural Networks. [PDF]

Polymers (Basel)
Bekdaş G, Khalbous A, Nigdeli SM, Işıkdağ Ü.   +3 more
europepmc   +1 more source

Structural Behavior and Fatigue of FRP-Reinforced Concrete Beams Exposed to Different Weathering Conditions. [PDF]

Materials (Basel)
Rahmatian A, Saleem H, Hejazi F, Nokken M, Bagchi A.   +4 more
europepmc   +1 more source

Finite element analysis of flexural behavior in ultra-high-strength concrete beams with BFRP and hybrid BFRP-steel reinforcement. [PDF]

Sci Rep
Ali NM.
europepmc   +1 more source

Axial-Flexural Performance of Steel Fiber-Reinforced Concrete Columns: Effects of Axial Load Ratio and Steel Fiber Volume Fraction. [PDF]

Materials (Basel)
Kim SW, Park IH, Seok S, Choi W, Kim J.
europepmc   +1 more source

Influence of Training-Testing Data Variation on ML-Based Deflection Prediction of GFRP-Reinforced High-Strength Concrete Beams. [PDF]

Polymers (Basel)
Karabulut M.
europepmc   +1 more source

Physics-informed TVAE workflow for data augmentation, mechanical validation, optimization of CFRP-strengthened CFST beams. [PDF]

MethodsX
Admasu MB, Admassu AM, Biresaw TH, Tarekegn AG.   +3 more
europepmc   +1 more source

Effect of stacking sequence on the mechanical behaviour of CARALL and GLARE fiber metal laminates. [PDF]

Sci Rep
Balkundhi M, Baloor SS, Bolar G.
europepmc   +1 more source

Seismic performance of weak-axis steel beam-to-column connections with a T-adapter. [PDF]

Sci Rep
Yılmaz O.
europepmc   +1 more source

Evaluation of Shear Performance of Integrated GFRP Stirrup Systems in Reinforced Concrete Beams. [PDF]

Polymers (Basel)
Kartal S, Gündoğan U, Kalkan İ, Alahmari TS, Lakhouit A, Duvan A.   +5 more
europepmc   +1 more source

Nonlinear tensile behavior of ±55˚ concrete-filled GFRP tubes: Experimental and theoretical studies. [PDF]

Adv Struct Eng
Alinejad A, Sadeghian P, Fam A.
europepmc   +1 more source