Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Ihab M. El Aghoury"'
Publikováno v:
International Journal of Pressure Vessels and Piping. 202:104906
Publikováno v:
Structures. 28:2321-2334
An extensive finite element analysis study was conducted to estimate the critical buckling coefficients for tapered steel webs. Three boundary conditions for the web plate were included: simply supported edges, flange restrained edges and fixed edges
Publikováno v:
Thin-Walled Structures. 141:73-84
© 2019 Elsevier Ltd Nowadays, longitudinal branch plates are used as structural members in several engineering applications to connect brace members to Circular Hollow Section (CHS) chord members, which are widely employed due to their aesthetical a
Publikováno v:
Journal of Constructional Steel Research. 187:106921
This study investigates the axial compressive strength of unstiffened slender webs in prismatic tapered steel members utilizing the newly proposed buckling coefficients raised in companion research. An experimental program is performed using three sp
Publikováno v:
Engineering Failure Analysis. 82:123-137
The moment capacity of partially deteriorated beams is usually estimated based on the deteriorated section properties regardless of the deterioration length along the beam, which in many cases underestimates the overall capacity of the beam. Structur
Publikováno v:
Thin-Walled Structures. 148:106601
This study investigates the ultimate shear strength of unstiffened slender web in prismatic tapered steel beams using newly proposed buckling coefficients raised in the preceding research conducted by the authors [1]. An experimental program is perfo
Autor:
Khaled Galal, Ihab M. El Aghoury
Publikováno v:
Thin-Walled Structures. 77:1-7
Large industrial steel ducts are often rectangular and are built-up of stiffened plates. The plates along with stiffeners act to resist the pressure loads and transfer these loads to the supports. Parallel wide flange steel profiles, usually beams, a
Autor:
Ihab M. El Aghoury, Khaled Galal
Publikováno v:
Engineering Structures. 52:621-628
Fatigue of structural elements has been a major cause of many catastrophic failures of railway and highway steel bridge. In this research, a new stress-life damage accumulation model is proposed, calibrated and validated using two different experimen
Autor:
Khaled Galal, Ihab M. El Aghoury
Publikováno v:
Journal of Structural Engineering. 140
Corrosion of existing infrastructure, such as steel bridges, would significantly reduce its anticipated fatigue life. There are very few corrosion-fatigue models that address civil engineering applications. To account for corrosion in the fatigue lif