What people are saying - Write a review
We haven't found any reviews in the usual places.
Strength of High Strength Steel Colnmns with Box Type Section
Repeated Strain Characteristic of High Strength Steel
Workability Test on Truss Chord Members with 80 kgmm2 Steel
11 other sections not shown
80kg/mm2 steel angle applied load approximate theory Average band beams behavior bending bolt rows bolt tension bolted joints bond strength bond stress Bridge Chemical Composition chord members civil engineering compressive deflection directly connected bar effect elongation experiment experimental FUJI COR-TEN girder H. S. bolted heat-affected zone High Strength Bolted high strength deformed high strength steel impact value impact wrench inspection joint kg/mm lapped splices length of lapped lower flange manufacturing material maximum measured mechanical properties method Nb steel number of bolts panel point plate thickness prying force ratio reinforcing bars repeated load residual stress riveted separation load Shear shown in Fig shown in Table shows slip coefficient splice plates strain strain gages strength deformed bars stress concentration structure surface T-section flange temperature tensile stress Tension Test test pieces test results test specimen tightening tons torque coefficients truss University of Tokyo weldability yield point yield strength