Search
Results: 2
Local buckling resistances of cold-formed high-strength steel SHS and RHS with varying corner radius
This paper reports an experimental and numerical study of the cross-sectional behaviour of cold-formed high-strength steel (HSS) square and rectangular hollow section (SHS and RHS) members. Six stub column tests, six 3-point and...
3-point bending tests 4-point bending tests Cold-formed steel structures Effect of corner radius High strength steels Local buckling Square and rectangular hollow sections (SHS and RHS) Stub column tests /dk/atira/pure/subjectarea/asjc/2200/2205 name=Civil and Structural Engineering /dk/atira/pure/subjectarea/asjc/2200/2215 name=Building and Construction /dk/atira/pure/subjectarea/asjc/2200/2210 name=Mechanical Engineering
Local buckling resistances of cold-formed high-strength steel SHS and RHS with varying corner radius
This paper reports an experimental and numerical study of the cross-sectional behaviour of cold-formed high-strength steel (HSS) square and rectangular hollow section (SHS and RHS) members. Six stub column tests, six 3-point and...
3-point bending tests 4-point bending tests Cold-formed steel structures Effect of corner radius High strength steels Local buckling Square and rectangular hollow sections (SHS and RHS) Stub column tests /dk/atira/pure/subjectarea/asjc/2200/2205 name=Civil and Structural Engineering /dk/atira/pure/subjectarea/asjc/2200/2215 name=Building and Construction /dk/atira/pure/subjectarea/asjc/2200/2210 name=Mechanical Engineering