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Review on local buckling of hollow box FRP profiles in civil structural applications
Hollow box pultruded fibre-reinforced polymers (PFRP) profiles are increasingly used as
structural elements in many structural applications due to their cost-effective manufacturing …
structural elements in many structural applications due to their cost-effective manufacturing …
Buckling and post-buckling of thin-walled composite laminated beams—a review of engineering analysis methods
C Mittelstedt - Applied Mechanics Reviews, 2020 - asmedigitalcollection.asme.org
Thin-walled beams made of laminated composite materials are increasingly used in any
engineering branch where structural weight is one of the major aspects in the design …
engineering branch where structural weight is one of the major aspects in the design …
Stressing state evolution characteristics of I-section CFRP laminates revealed by thermodynamic modeling
X Zou, Z Shen, W Liu, Y Zhang, W Gao, G Zhou… - European Journal of …, 2024 - Elsevier
I-section carbon fiber reinforced polymer (I-CFRP) laminates are widely used as hatch and
cargo doors of wide-body airliners. However, estimating the loading capacity of I-CFRP …
cargo doors of wide-body airliners. However, estimating the loading capacity of I-CFRP …
Develo** an innovative curved-pultruded large-scale GFRP arch beam
An arch glass fiber reinforced polymer (GFRP) I-beam with a 600 mm height was developed
based on the latest curved-pultrusion technique to overcome the most critical design issues …
based on the latest curved-pultrusion technique to overcome the most critical design issues …
Lateral buckling of I-section composite beams
Lateral buckling of a laminated composite beam with I-section is studied. A general
analytical model applicable to the lateral buckling of an I-section composite beam subjected …
analytical model applicable to the lateral buckling of an I-section composite beam subjected …
Flexural–torsional buckling of thin-walled I-section composites
Buckling of an axially loaded thin-walled laminated composite is studied. A general
analytical model applicable to the flexural, torsional and flexural–torsional buckling of a thin …
analytical model applicable to the flexural, torsional and flexural–torsional buckling of a thin …
Flexural–torsional buckling of fiber-reinforced plastic composite open channel beams
L Shan, P Qiao - Composite Structures, 2005 - Elsevier
A combined analytical and experimental study for flexural–torsional buckling of pultruded
fiber-reinforced plastic (FRP) composite open channel beams is presented. Based on the …
fiber-reinforced plastic (FRP) composite open channel beams is presented. Based on the …
Influence of initial geometric imperfections in the lateral buckling problem of thin walled pultruded GFRP I-profiles
F Ascione - Composite Structures, 2014 - Elsevier
This paper aims at investigating the influence of some typical manufacturing geometric
imperfections on the pre-buckling behavior of transversally loaded GFRP I-beam. One …
imperfections on the pre-buckling behavior of transversally loaded GFRP I-beam. One …
Lateral torsional buckling and section distortion of pultruded GFRP I-sections subject to flexure
Lateral torsional buckling (LTB) and local section distortion of pultruded glass fiber
reinforced polymer (GFRP) I-sections subject to flexure are investigated. LTB behavior will …
reinforced polymer (GFRP) I-sections subject to flexure are investigated. LTB behavior will …
Experimental verification of buckling-mode interaction in intermediate-length composite columns
EJ Barbero, EK Dede, S Jones - International journal of solids and …, 2000 - Elsevier
Column buckling is a major design concern for pultruded composite columns. Interaction
between the local (flange) and global (Euler) buckling modes occurs in intermediate length …
between the local (flange) and global (Euler) buckling modes occurs in intermediate length …