Results 81 to 90 of about 1,010 (183)

Strength and Stiffness of Corrugated Plates Subjected to Bending

open access: yesBuildings
When a beam twists, localized flexural deformation in the plate occurs at the connection between the corrugated plate and the beam, resulting in a reduction in the bracing stiffness of the corrugated plate. To accurately assess the bracing stiffness of a
Yuki Yoshino, Yoshihiro Kimura
doaj   +1 more source

Design of corrugated webs under patch load

open access: yesAdvanced Steel Construction, 2007
Corrugated webs, in spite of their small thickness, are characterized by relatively high patch load carrying capacity. Some formulae for estimating patch load carrying capacity can be found in specialist literature. They were derived from different web failure mechanical models and values of patch load carrying capacity calculated from these formulae ...
openaire   +1 more source

NUMERICAL ANALYSIS OF SHEAR CAPACITY OF DOUBLE CORRUGATED WEB GIRDER INFILLED

open access: yesJournal of Civil Engineering
This research investigates the shear capacity of double corrugated web steel I- girders filled with concrete using finite element analysis. The study examines the influence of the corrugation angle and the thickness of the concrete filling on the ...
Cindy Mahzumah   +3 more
doaj   +1 more source

Investigation on Stability Behavior of U-shaped Steel Supporting Structure with Corrugated Webs

open access: yes工程科学与技术, 2017
:In order to investigate the in-plane stability of steel supporting structure with corrugated webs under the pressure of surrounding rocks,a model experiment was carried out to study the stability behavior,displacement and strain developments of U-shaped
Wu Lili   +3 more
doaj  

Shear Test of Corrugated Web Girders with Concrete-Filled Compression Tubular Flanges Used in Buildings

open access: yesBuildings
Corrugated web girders with plate flanges have been widely applied in buildings and bridges due to the large shear capacity of the corrugated web (CW). However, experiments on corrugated web girders with tubular flanges are limited.
Hao Deng, Hong-Bin Peng, Wei Chang
doaj   +1 more source

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