From Intrinsic Resin Properties to Interlaminar Fracture Toughness of CFRP: Crack-Tip Deformation, Transfer Mechanisms, and Loading-Mode Dependence. [PDF]
Li X +8 more
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Experimental Investigation on the Flexural Performance of CFRP-Reinforced Timber Composite Beams. [PDF]
Zhang H, Cao Y, Fang H, Xie H, Chen C.
europepmc +1 more source
High-performance eco-concrete beams with calcined montmorillonite, metakaolin pyrolyzed coffee grounds, and hybrid fibers for enhanced bending strength and microstructural refinement. [PDF]
Hepautwa AA +6 more
europepmc +1 more source
Epoxy Composites Reinforced with Sol-Gel Synthesized Alumina-Silica, Alumina, and Natural Silica Fillers: Comparative Mechanical Performance. [PDF]
Marković M +5 more
europepmc +1 more source
Biomechanical Evaluation of CAD/CAM Inlay Restorations Through Experimental Flexural Strength Testing and Finite Element Analysis. [PDF]
Sagsoz O +2 more
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Flexural capacity of hollow flange beams
The hollow flange beam (HFB) is a unique cold-formed steel section developed in Australia for use as a flexural member. Research has identified that the HFB section's flexural capacity for intermediate span members is limited by lateral distortional buckling, which is characterized by simultaneous lateral deflection, twist, and web distortion.
Mahen Mahendran
exaly +5 more sources
Flexural Capacity Prediction of Corroded Prestressed Concrete Beams Incorporating Bond Degradation
Strand corrosion can cause the flexural capacity deterioration of prestressed concrete (PC) beams.
Lizhao Dai, Lei Wang, Xuhui Zhang
exaly +3 more sources
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Flexural capacity of gapped built-up cold-formed steel channel sections including web stiffeners
Journal of Constructional Steel Research, 2020This paper describes an experimental and numerical investigation to study the flexural capacity of back-to-back gapped built-up cold-formed steel (CFS) channel sections under four-point bending.
, Hieng Ho Lau, Tina Chui Huon Ting
exaly +2 more sources
Calculation of Flexural Capacity of SRC Beams Strengthened with CFRP
A design idea has been brought forward about SRC beams strengthened with CFRP, in order to solve flexural capacity shortage and need strengthening engineering problems. By analyzing loading process, failure mode and loading mechanism, flexural capacity was calculated by superposition method.
Xiao Chu Wang +4 more
openaire +2 more sources

