A push-out test on partially encased composite column with different positions of shear studs

H Huang, Y Yao, W Zhang - Engineering Structures, 2023 - Elsevier
Push-out tests were designed and carried out on partially encased composite columns
(PECC) with different positions of shear studs. A unilateral push-out method was used to …

钢-混凝土组合梁疲劳性能研究综述

聂建国, 王宇航 - 工程力学, 2012 - engineeringmechanics.cn
钢-混凝土组合梁的疲劳问题已经开始引起人们的重视, 但到目前为止我国在钢-
混凝土组合梁疲劳方面的研究工作仍然较少, 为给钢-混凝土组合梁的疲劳性能研究工作和疲劳 …

Static behavior of large stud shear connectors

CS Shim, PG Lee, TY Yoon - Engineering structures, 2004 - Elsevier
For the simplification of details in steel bridges, more convenient placing of concrete slab,
and the proper distribution of shear pockets for precast decks, large diameter studs can be …

Static behavior of grouped large headed stud-UHPC shear connectors in composite structures

J Wang, Q Xu, Y Yao, J Qi, H Xiu - Composite Structures, 2018 - Elsevier
Accelerated bridge construction (ABC) utilizing precast systems offers many benefits such as
faster onsite construction and lower traffic impacts. Ultra-high performance concrete (UHPC) …

Effect of shear connectors on local buckling and composite action in steel concrete composite walls

K Zhang, AH Varma, SR Malushte… - Nuclear Engineering and …, 2014 - Elsevier
Steel concrete composite (SC) walls are being used for the third generation nuclear power
plants, and also being considered for small modular reactors. SC walls consist of thick …

[图书][B] Elementary behaviour of composite steel and concrete structural members

DJ Oehlers, MA Bradford - 1999 - books.google.com
This book is aimed at developing the elementary analysis skills, familiarity and intuitive feel
for composite construction that is required by undergraduate and graduate students, and by …

Static and fatigue behavior of short-headed studs embedded in a thin ultrahigh-performance concrete layer

J Cao, X Shao, L Deng, Y Gan - Journal of Bridge Engineering, 2017 - ascelibrary.org
In recent years, ultrahigh-performance concrete (UHPC) has been increasingly applied to
orthotropic steel deck (OSD) bridges. The UHPC layer and the OSD are connected through …

Headed stud shear connector for thin ultrahigh-performance concrete bridge deck

JS Kim, J Kwark, C Joh, SW Yoo, KC Lee - Journal of Constructional Steel …, 2015 - Elsevier
Ultrahigh-performance concrete (UHPC) provides much higher compressive and tensile
strength than conventional concrete. UHPC is advantageous for use as a bridge slab deck …

Shear performance of a novel demountable steel-concrete bolted connector under static push-out tests

F Yang, Y Liu, Z Jiang, H Xin - Engineering Structures, 2018 - Elsevier
Bolted connectors could be an alternative to replace conventional welded headed studs
between steel girders and concrete slabs, which may benefit prefabricated construction and …

Deflection of steel-concrete composite beams with partial shear interaction

YC Wang - Journal of Structural Engineering, 1998 - ascelibrary.org
This paper is concerned with calculating the maximum deflection of steel-concrete
composite beams with partial shear interaction. Under the guidance of various current …