Experimental study on the shrinkage behaviour of steel concrete composite slab

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 795-802
Author(s):  
Masashi Yamamoto ◽  
Yusuke Imagawa ◽  
Osamu Ohyama
Keyword(s):  
Experimental Study ◽  
Composite Slab ◽  
Shrinkage Behaviour

Experimental Study on Bond Behavior of Profiled Steel Sheet-Lightweight Aggregate Concrete Composite Slab

2012 ◽  
Vol 594-597 ◽  
pp. 721-724
Author(s):  
Yan Kun Zhang ◽  
Yan Xiao Han ◽  
Ze Zao Song
Keyword(s):  
Experimental Study ◽  
Steel Sheet ◽  
Lightweight Aggregate ◽  
Lightweight Aggregate Concrete ◽  
Aggregate Concrete ◽  
Composite Slab ◽  
Bond Behavior ◽  
Ordinary Concrete ◽  
Relationship Of ◽  
The Relationship

At present, there are much more researches on the ordinary concrete composite slab, and that on the lightweight aggregate concrete composite slab are relatively less. In this paper, the shear-bond behavior of lightweight aggregate concrete composite slab, with the profiled steel sheet YX-76-344-688, which is commonly used in China is studied. Base on experiments, the cracks developing process and its regularities of distribution, the bonding and slipping between profiled sheeting and concrete, the relationship of load and mid-span deflection, ultimate bearing capacity etc. are studied.

scholarly journals EXPERIMENTAL STUDY ON THE FUNDAMENTAL MECHANICAL FEATURES OF CABLE-SUPPORTED RIBBED BEAM COMPOSITE SLAB STRUCTURE

2017 ◽  
pp. 96-116
Author(s):  
Wentao Qiao ◽  
◽  
Qi An ◽  
Mingshan Zhao ◽  
Dong Wang ◽  
...  
Keyword(s):  
Experimental Study ◽  
Composite Slab

An Experimental Study of the Size Effect on Core Shrinkage Behaviour of Reactive Soils

2021 ◽  
pp. 100709
Author(s):  
S.D.D.A. Gedara ◽  
P.L.P. Wasantha ◽  
B. Teodosio ◽  
J. Li
Keyword(s):  
Experimental Study ◽  
Size Effect ◽  
Shrinkage Behaviour

scholarly journals An experimental study of composite effect on the behaviour of beam-column joints subjected to impact load

2018 ◽  
Author(s):  
Kang Hai Tan ◽  
Kang Chen
Keyword(s):  
Experimental Study ◽  
Impact Load ◽  
Testing Machine ◽  
Experimental Studies ◽  
Composite Effect ◽  
Composite Slab ◽  
Composite Joint ◽  
Adjacent Structures ◽  
The Impact ◽  
Middle Column

This paper presents an experimental study on structural behaviour of composite beam-column joints under a middle column removal scenario. Specimens were subjected to impact loads from an MTS drop-weight testing machine. Two joints with welded unreinforced beam flange and bolted web connections were designed per AISC 360-10. One of the beam-column joints had a thicker composite slab. The joints were restrained by pinned supports at two beam ends, which were connected to rigid A-frames to represent boundary conditions from adjacent structures. Test results indicated that the composite slab significantly affected the impact force due to an increase of inertia. However, other structural responses (especially displacement of the middle column) decreased due to increase of stiffness contributed by the thicker composite slab. The finding was that increasing thickness of composite slab can increase the resistance of composite joint significantly due to increased composite effect. More experimental studies were conducted to investigate other types of joints.

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