Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Bradley McGraw"'
Publikováno v:
Thin-Walled Structures. 119:72-82
Buckling instability refers to a significant limit on the structures with I-section members, which causes severe decreasing of critical buckling load. Many mechanisms and techniques have been developed to increase the loading capacity of I-section st
Publikováno v:
Journal of Engineering Mechanics. 139:1065-1072
Wood I-joists are efficient and lightweight structural members that are well suited for long-span floor and rafter applications. However, because of the thin-wall nature of the web and relatively low stiffness, local web buckling of the joist is an i
Publikováno v:
Earth and Space 2012.
Due to the efficiencies and lightweight, wood I-beams have been extensively used for long-span applications in civil engineering. Buckling is the most likely mode of failure before material failure. This paper presents an analytical approach based on
Publikováno v:
Earth and Space 2012.
3 Benedum Distinguished Teaching Professor, CEE-WVU. 4 Research Associate Professor, CEE-WVU. ABSTRACT This study presents a combined experimental and finite element analysis of composite wood I-joists under torsion, cantilever buckling, and four-poi