Zobrazeno 1 - 10
of 20
pro vyhledávání: '"A.A. Elkawas"'
Publikováno v:
Structures. 33:330-342
Eurocode (EC3) bending moment design model of mono-symmetric corrugated web girders (CWGs) is based on the critical failure mode among the tension flange yielding, the compression flange yielding and the lateral-torsional buckling (LTB) of the compre
Publikováno v:
Structures. 33:152-168
Corrugated plates are gaining increasing attention from researchers based on their recent extensive use in structural engineering, thanks to their potential to provide lighter and more economic structures. However, tests on the flexural behaviour of
Publikováno v:
Structures. 27:1551-1569
Currently, corrugated web girders (CWGs) are important structural components in bridges. Besides, they act as crane carrying girders and extensively as frame members. Despite that considerable improvement has been made in the last decade in understan
Publikováno v:
Thin-Walled Structures. 180:109776
Publikováno v:
Thin-Walled Structures. 176:109373
Publikováno v:
Thin-Walled Structures. 122:112-123
Corrugated web plates have been used in recent years as the webs of steel girders in bridge constructions thanks for their advantages, especially their superior shear capacities relative to stiffened flat webs. Therefore, they have been extensively i
Publikováno v:
Thin-Walled Structures. 120:249-259
Thin-walled cold-formed circular hollow sections (CHSs) are widely used as the primary and secondary structural members in the construction of roof structures often used for high rise buildings in the Middle East. The British steel design code BS 595
Publikováno v:
Engineering Structures. 146:18-33
Steel girders with corrugated web plates (BGCWs) have already been used in many bridges around the world because they own several advantages compared with traditional plate girders with flat webs. They have considerably high shear resistances and pro
Publikováno v:
Engineering Structures. 134:358-375
Recently, there have been many attempts all over the world to reduce the own weight of the superstructure of the bridges, as well as reducing the work and cost involved in construction. One attempt is to utilise the tapered (i.e. non-prismatic with v
Publikováno v:
Thin-Walled Structures. 153:106803
A bstract Bridges around the world have utilised individually the mono-symmetric I-section corrugated web girders and the high-strength steel materials (HSSs). However, based on open database, there has not been any investigation in the literature ex