Shear Buckling Mode and Failure of Sandwich Specimen Facing Layer Under Four-Point Bending

Author(s):  
V. N. Paimushin ◽  
M. V. Makarov ◽  
S. A. Kholmogorov ◽  
M. A. Shishov
1980 ◽  
Vol 15 (4) ◽  
pp. 209-215 ◽  
Author(s):  
A Rothwell ◽  
H Allahyari

The loss of compressive stiffness of a thin square plate buckled in shear is calculated. Two cases are considered, first a perfectly flat plate, and second a plate with an imperfection amplitude equal to 10 per cent of the plate thickness. Changes in shear stiffess are also plotted. The analysis is by a finite-element method. Substantial reductions in compressive stiffness due to shear buckling are found, with further variation in stiffness as the buckling mode develops. The significance of these results in the design of a stiffened shear web is examined. It is shown that, by a suitable design procedure, the corresponding loss of efficiency can be made quite small.


2011 ◽  
Vol 308-310 ◽  
pp. 2463-2470
Author(s):  
Jian Yong Song ◽  
Ya Mei Yu ◽  
Shuo Zhang

The nonlinear shear buckling of corrugated steel webs is completed by ANSYS. Consistent mode imperfection method is adopted for simulating corrugation configuration imperfection of corrugated steel plate, shear buckling calculation analysis result shows that ultimate shear buckling load of corrugated steel webs is decreased with increasing in corrugation configuration imperfection. Analysis results shows that oversized corrugation configuration imperfection will decrease the ultimate shear buckling load of corrugated steel webs, but premature buckling caused by steel plate thickness imperfection of corrugated steel webs is much better than plain steel webs, and the ultimate shear buckling load and buckling mode will not be much effected by such steel plate thickness imperfection. On this basis, the influences of corrugation configuration to ultimate shear bucking load and buckling mode are investigated.


2011 ◽  
Vol 255-260 ◽  
pp. 534-538
Author(s):  
Shu Hua Chen ◽  
Yu Lai Han ◽  
Jian Hua Zhang

According to the temperature changes of corrugated webs steel beam in fire at different time, 3 different kinds of shear buckling modes and the changes of elastic buckling critical stress of corrugated web steel beam are analyzed in the fire, considering the effect of fire high temperature on structure elasticity modulus. The computed expressions of partial shear elastic critical buckling stress, elastic critical buckling stress of general buckling mode and critical stress of elastic relevant buckling in the fire are presented in the paper. Numerical results show that fire high temperature has obvious effect on elastic shear critical buckling stress changes of corrugated web steel beam.


2009 ◽  
Vol 51 (9) ◽  
pp. 580-586 ◽  
Author(s):  
Bernd Oberwinkler ◽  
Martin Riedler ◽  
Heinz Leitner ◽  
Ataollah Javidi

2008 ◽  
Vol 21 (02) ◽  
pp. 140-146
Author(s):  
M. R. Edwards ◽  
S. P. James ◽  
W. S. Dernell ◽  
R. J. Scott ◽  
A. M. Bachand ◽  
...  

SummaryThe biomechanical characteristics of 1.2 mm diameter allogeneic cortical bone pins harvested from the canine tibia were evaluated and compared to 1.1 mm diameter stainless steel pins and 1.3 mm diameter polydioxanone (PDS) pins using impact testing and four-point bending. The biomechanical performance of allogeneic cortical bone pins using impact testing was uniform with no significant differences between sites, side, and gender. In four-point bending, cortical bone pins harvested from the left tibia (204.8 ± 77.4 N/mm) were significantly stiffer than the right tibia (123.7 ± 54.4 N/mm, P=0.0001). The site of bone pin harvest also had a significant effect on stiffness, but this was dependent on interactions with gender and side. Site C in male dogs had the highest mean stiffness in the left tibia (224.4 ± 40.4 N/mm), but lowest stiffness in the right tibia (84.9 ± 24.2 N/mm). Site A in female dogs had the highest mean stiffness in the left tibia (344.9 ± 117.4 N/mm), but lowest stiffness in the right tibia (60.8 ± 3.7 N/mm). The raw and adjusted bending properties of 1.2 mm cortical bone pins were significantly better than 1.3 mm PDS pins, but significantly worse than 1.1 mm stainless steel pins (P<0.0001). In conclusion, cortical bone pins may be suitable as an implant for fracture fixation based on initial biomechanical comparison to stainless steel and PDS pins used in clinical practice.


2008 ◽  
Vol 23 (2) ◽  
pp. 182-182
Author(s):  
F. Xu ◽  
R. A. Holt ◽  
M. R. Daymond ◽  
R. B. Rogge

Sign in / Sign up

Export Citation Format

Share Document