Add to ORKGThe present paper reports on experiments made to determine the buckling load under shear of circular curved tension-field webs. The buckling load of the webs may be expressed with reference to the buckling load of the stiffeners. It is found that within the explored range the buckling load is approximately twice as great as that of the identically stiffened flat wall of equal web depth
Formulas are obtained for computing the buckling load of rods eccentrically loaded at each end, the ...
Curved steel panels are widely used in structures such as ships, aircrafts and bridges. During the l...
Currently, the AISC Specification provides guidance for the calculation of the ultimate strength of ...
The present experiments treat the stress of actual tension fields within the elastic range. They giv...
Previously published methods for stress and strength analysis of plane and curved shear webs working...
For shear, the design of sections for strength is usually governed by the web plate subjected to she...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
The results of 60 different tests on 2 aluminum alloy 17S-T plate girders are presented to show the ...
This note is on an investigation made to obtain information on the strength of thin curved sheets of...
The present experiments treat the stress of actual tension fields within the elastic range. They giv...
SIGLELD:7620.884(DT/SC--10) / BLDSC - British Library Document Supply CentreGBUnited Kingdo
The buckling and strength capacities of channel members depend on the geometry of the whole section....
In this paper, the characterisation of the elastic shear buckling behaviour of simply supported plat...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
Currently, the AISC Specification provides guidance for the calculation of the ultimate strength of ...
Formulas are obtained for computing the buckling load of rods eccentrically loaded at each end, the ...
Curved steel panels are widely used in structures such as ships, aircrafts and bridges. During the l...
Currently, the AISC Specification provides guidance for the calculation of the ultimate strength of ...
The present experiments treat the stress of actual tension fields within the elastic range. They giv...
Previously published methods for stress and strength analysis of plane and curved shear webs working...
For shear, the design of sections for strength is usually governed by the web plate subjected to she...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
The results of 60 different tests on 2 aluminum alloy 17S-T plate girders are presented to show the ...
This note is on an investigation made to obtain information on the strength of thin curved sheets of...
The present experiments treat the stress of actual tension fields within the elastic range. They giv...
SIGLELD:7620.884(DT/SC--10) / BLDSC - British Library Document Supply CentreGBUnited Kingdo
The buckling and strength capacities of channel members depend on the geometry of the whole section....
In this paper, the characterisation of the elastic shear buckling behaviour of simply supported plat...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
Currently, the AISC Specification provides guidance for the calculation of the ultimate strength of ...
Formulas are obtained for computing the buckling load of rods eccentrically loaded at each end, the ...
Curved steel panels are widely used in structures such as ships, aircrafts and bridges. During the l...
Currently, the AISC Specification provides guidance for the calculation of the ultimate strength of ...