Reduced stress method for steel in class 4 cross-sections : Evaluation of the reduced stress method for a railway bridge
The effective cross-section method, also called reduced cross-section method is generally used for steel in class 4 cross-sections in considering local buckling. This method is a bit complicated and time consuming, which often leads to engineers not using profiles in class 4 cross-sections. The redu...
Main Authors: | Badrous, Therese, Lund, Ebba |
---|---|
Format: | Others |
Language: | English |
Published: |
KTH, Byggteknik och design
2021
|
Subjects: | |
Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302525 |
Similar Items
-
The influence of Composite Lay-Up and the Shape of the Closed Section on the Stability of the Structure
by: Czajka, B., et al.
Published: (2022) -
The influence of Composite Lay-Up and the Shape of the Closed Section on the Stability of the Structure
by: Czajka, B., et al.
Published: (2022) -
Flexural buckling of hot-finished and cold-formed elliptical hollow section columns: Numerical comparative analysis
by: Jakovljević Isidora, et al.
Published: (2019-01-01) -
Minimum Value Approach for Modelling of the Buckling Resistance of Welded I-Section High Strength Steel Columns
by: Gajewski M. D., et al.
Published: (2019-12-01) -
Thermal analysis of steel-concrete composite cross sections via CS-ASA/FA
by: Dalilah Pires, et al.