Bending degradation of thin-walled box beams made of aluminum omega profile and GFRP panel connected by mechanical fasteners

2021 ◽  
pp. 115111
Author(s):  
P. Golewski ◽  
M. Nowicki ◽  
T. Sadowski ◽  
D. Pietras
Keyword(s):  
Mechanical Fasteners ◽  
Box Beams ◽  
Thin Walled

Experimental and Numerical Investigation of Critical Buckle Load of Composite Specimens

2015 ◽  
Vol 732 ◽  
pp. 85-90
Author(s):  
Lukáš Bek ◽  
Radek Kottner ◽  
Jan Krystek ◽  
Tomáš Kroupa
Keyword(s):  
Static Analysis ◽  
Glass Fibre ◽  
Large Deformations ◽  
Bending Test ◽  
Test Results ◽  
Beam Test ◽  
Three Point Bending ◽  
Box Beams ◽  
Buckle Beam ◽  
Thin Walled

Different carbon and glass fibre strips were subjected to the double clamp buckle beam test. Furthermore, thin-walled glass fibre box-beams were subjected to the three-point bending test. Results of experiments were compared to different numerical simulations using buckling analysis or static analysis considering large deformations.

scholarly journals Cyclic bending tests of thin-walled box beams.

1985 ◽  
pp. 141-151 ◽  
Author(s):  
Yuhshi FUKUMOTO ◽  
Haruyuki KUSAMA
Keyword(s):  
Bending Tests ◽  
Cyclic Bending ◽  
Box Beams ◽  
Thin Walled

Computer analysis of thin-walled concrete box beams

1989 ◽  
Vol 16 (6) ◽  
pp. 902-909 ◽  
Author(s):  
Shahbaz Mavaddat ◽  
M. Saeed Mirza
Keyword(s):  
Key Words ◽  
Computer Analysis ◽  
Shear Stresses ◽  
Shear Lag ◽  
Applied Loading ◽  
Box Beam ◽  
Box Beams ◽  
Three Stages ◽  
Thin Walled ◽  
Normal And Shear Stresses

Three computer programs, written in FORTRAN WATFIV, are developed to analyze straight, monolithically cast, symmetric concrete box beams with one, two, or three cells and side cantilevers over a simple span or over two spans with symmetric mid-span loadings. The analysis, based on Maisel's formulation, is performed in three stages. First, the structure is idealized as a beam and the normal and shear stresses are calculated using the simple bending theory and St-Venant's theory of torsion. The secondary stresses arising from torsional and distortional warping and shear lag are calculated in the second and third stages, respectively. The execution times on an AMDAHL 580 system are 0.02, 0.93, and 0.25 s for the three programs, respectively. The stresses arising in each stage of analysis are then superposed to determine the overall response of the box section to the applied loading. The results are compared with Maisel's hand calculations. Key words: bending, bimoment, box beam, computer analysis, FORTRAN, shear, shear lag, thin-walled section, torsion, torsional and distortional warping.

In-Plane Warping Effects in Thin-Walled Box Beams

AIAA Journal ◽  
10.2514/2.994 ◽  
2000 ◽  
Vol 38 (3) ◽  
pp. 542-544 ◽  
Author(s):  
Omri Rand
Keyword(s):  
Box Beams ◽  
Thin Walled

Some studies on buckling of laminated composite thin walled box beams

1997 ◽  
Vol 40 (3-4) ◽  
pp. 267-275 ◽  
Author(s):  
R. Suresh ◽  
S.K. Malhotra
Keyword(s):  
Laminated Composite ◽  
Box Beams ◽  
Thin Walled
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