Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Qingxiong Wu"'
Publikováno v:
Applied Sciences, Vol 12, Iss 22, p 11619 (2022)
In response to the frequent collapse of main girders caused by the breakage of suspenders on half-through and through arch bridges, a test specimen has been designed and fabricated with a through concrete-filled steel tube (CFST) arch bridge as the e
Externí odkaz:
https://doaj.org/article/fd8f7668b19f4524adfe7c991df328ec
Publikováno v:
Applied Sciences, Vol 12, Iss 22, p 11703 (2022)
To study the fatigue performance of a composite girder with corrugated steel web (CSW) and steel tube (ST) truss, based on an engineering object, a test and finite element (FE) analysis were carried out. The fatigue failure mode and the sensitivities
Externí odkaz:
https://doaj.org/article/cc0bf095bee7419d9482a10427066770
Publikováno v:
Applied Sciences, Vol 12, Iss 11, p 5459 (2022)
Composite girders with corrugated steel webs and concrete-filled steel tubular (CSW-CFST) truss chords are a new type of structure and have been used in bridges. To study the fatigue performance of these composite girders, model tests and numerical a
Externí odkaz:
https://doaj.org/article/4c9a803dbbbc403e830ef429c4140c4b
Publikováno v:
Advances in Structural Engineering. 26:1468-1485
As a new type of composite girders, composite girders with corrugated steel webs and concrete-filled steel tubular (CSW-CFST) truss chords are extensively utilized in bridge engineering. To examine the structural behavior of composite girders with CS
Publikováno v:
Structure and Infrastructure Engineering. :1-16
Publikováno v:
Journal of Bridge Engineering. 28
Publikováno v:
Journal of Bridge Engineering. 28
Publikováno v:
Journal of Structural Engineering. 149
Publikováno v:
Structures. 32:433-447
A novel composite structural member, UHPC-encased concrete-filled steel tubular (UC-CFST) column, is proposed in this study to address the shortcomings of the ordinary concrete-encased CFST (OC-CFST) columns. A total of 22 specimens subjected to axia
Autor:
Hua Song, Aoxiang Hu, Dong Jucan, Yiyan Chen, Tianhua Xu, Chengwei Wang, Ruijuan Jiang, Tong Zhaojie, Qingxiong Wu
Publikováno v:
Advances in Structural Engineering. 24:3580-3593
A new type of composite structure, the composite box girder with corrugated steel webs (CSWs) and trusses, is proposed recently. In order to investigate the structural behavior under positive and negative bending moments, flexural tests of the contin