Results 41 to 50 of about 75 (69)

Latent resistance mechanisms of steel truss bridges after critical failures. [PDF]

open access: yesNature
Reyes-Suárez JC   +7 more
europepmc   +1 more source
Some of the next articles are maybe not open access.

Related searches:

Investigation on Vierendeel mechanism failure of castellated steel beams with fillet corner web openings

Engineering Structures, 2014
Abstract Vierendeel failure of castellated steel beams (CSBs) with fillet corner web openings is investigated by the Finite Element Method. Compared to beams with circular openings, CSBs with the proposed fillet corner web openings need only one cut along the web centerline. Therefore the fabrication cost can be reduced. Effects of opening dimensions
Peijun Wang, Qijie Ma
exaly   +2 more sources

Investigation on Vierendeel mechanism in steel beams with circular web openings

Journal of Constructional Steel Research, 2001
Abstract In the current design method for steel I beams with circular web openings, the load carrying capacities of the beams is assumed to be limited by the formation of plastic hinges at the top tee-sections at the low moment side of the web opening.
K F Chung
exaly   +2 more sources

In-plane failure mechanisms and strength design of circular steel planar tubular Vierendeel truss arches

Engineering Structures, 2017
Abstract Vierendeel steel truss arches are often used in lighting zones of the spatial roof to obtain good permeability and lighting effects. They are different from conventional steel truss arches in terms of failure mechanism and strength design because they have only transverse tubes without diagonal tubes between chords.
Yan-Lin Guo, Yong-Lin Pi
exaly   +2 more sources

In-plane failure mechanisms and strength design of circular steel tubular Vierendeel truss arches with rectangular section

Structures, 2021
Abstract This paper investigates the in-plane failure mechanisms and strength of circular steel tubular Vierendeel truss arches with a rectangular section by using the finite element models. Firstly, the analytical solution for the in-plane elastic buckling load of pin-ended circular steel tubular Vierendeel truss arches with a rectangular section ...
Minjie Shi   +3 more
openaire   +1 more source

Home - About - Disclaimer - Privacy