Finite Element Analysis and Design of Cold-Formed Thin-Waled Steel Channels Subjected to Web Crippling and Combined Bending;

Plate girders may be subjected to web crippling for concentrated bearing load in cold-formed steel structures without ending stiffeners or bearing stiffeners.

The Property Evaluation and Manufacturing Technology of Full Size Flange and Web Made of Larch Veneer Material for I-joist Purpose;

Delamination detection at web/flange junction of I-section GFRP beam with fiber optical interferometer sensor;

Analysis on the stress field in webs of concrete box girder bridge under the action of vertical prestress;

The simulation analysis of concrete box beam web plate stress

It takes the south bank bridge of the Hubei Suiyuezhong Hanjiang bridge as the engineering background,applies the finite element software to calculating and analyzing the principal tensile stress of the control section of the box girder web plate in the construction stage and using stage.

According to three different theoretical viewpoints related to limited value of flakiness ratio of T-steel web plate analysis is made,which effectively resolve the torsional-flexural buckling problem in compression rod design with single axle symmetry section and simplify design work.

The equation considered post-buckling strengthof flanges and web plates simutaneously.

Local buckling may occur in web plates in I-girders subjected to bending, shear and patch loading.

Based on the formulas of the shear buckling coefficient for rectangular plate, this paper derives formulas of the shear buckling coefficient for tapered web plates.