scholarly journals Effects of Shear Connectors on Flexural Properties of RC-CLT Composite Slab

2021 ◽  
Vol 19 (11) ◽  
pp. 1162-1172
Author(s):  
Fumiaki Ohki ◽  
Noritaka Morohashi ◽  
Kenta Shindo ◽  
Yasushi Hiramatsu
Keyword(s):  
Flexural Properties ◽  
Composite Slab ◽  
Shear Connectors

Feasibility study on triangular perfobond rib shear connectors in composite slab

2020 ◽  
Vol 21 ◽  
pp. 133-136 ◽  
Author(s):  
Vetturayasudharsanan Ramasamy ◽  
Balaji Govindan
Keyword(s):  
Feasibility Study ◽  
Composite Slab ◽  
Shear Connectors

scholarly journals A New Composite Slab Using Crushed Waste Tires as Fine Aggregate in Self-Compacting Lightweight Aggregate Concrete

Materials ◽  
2020 ◽  
Vol 13 (11) ◽  
pp. 2551 ◽  
Author(s):  
Jing Lv ◽  
Tianhua Zhou ◽  
Hanheng Wu ◽  
Liurui Sang ◽  
Zuoqian He ◽  
...  
Keyword(s):  
Ultimate Load ◽  
Bending Moment ◽  
Lightweight Aggregate ◽  
Lightweight Aggregate Concrete ◽  
Flexural Properties ◽  
Aggregate Concrete ◽  
Composite Slab ◽  
Yield Load ◽  
Composite Slabs ◽  
Rubber Particles

A composite slab comprised of self-compacting rubber lightweight aggregate concrete (SCRLC) and profiled steel sheeting is a new type of structural element with a series of superior properties. This paper presents an experimental research and finite element analysis (FEA) of the flexural behavior of composite slabs consisting of SCRLC to develop a new floor system. Four composite slabs specimens with different shear spans (450 mm and 800 mm) and SCRLC (0% and 30% in rubber particles substitution ratio) are prepared, and the flexural properties including failure modes, deflection at mid-span, profiled steel sheeting, and concrete surface stain at mid-span and end slippage are investigated by four-point bending tests. The experimental results indicate that applying SCRLC30 in composites slabs will improve the anti-cracking ability under the loading of composite slabs compared with composite slabs consisting of self-compacting lightweight aggregate concrete (SCLC). FEM on the flexural properties of SCRLC composites slabs show that the yield load, ultimate load, and deflection corresponding to the yield load and the ultimate load of composite slabs drop as the rubber particles content increases in SCRLC. The variation of SCRLC strength has less impact on the flexural bearing capacity of corresponding composite slabs. Based on the traditional calculated method of the ultimate bending moment of normal concrete (NC) composite slabs, a modified calculated method for the ultimate bending moment of SCRLC composite slabs is proposed.

scholarly journals An interim design, fabrication and erection for composite slab with truss-typed shear connectors.

1994 ◽  
pp. 65-74 ◽  
Author(s):  
Hiroshi Nakai ◽  
Toshio Horikawa ◽  
Masayoshi Horimatsu ◽  
Kenji Sanada
Keyword(s):  
Composite Slab ◽  
Shear Connectors

scholarly journals The Effect of Adding Shear Connectors to the Composite Slabs with Different Geometry of Profile Steel Sheet

2021 ◽  
Vol 14 (2) ◽  
pp. 1-17
Author(s):  
Ibrahim Abbas ◽  
Amer M. Ibrahim ◽  
Teeba A. Jassim
Keyword(s):  
Load Capacity ◽  
Shear Resistance ◽  
Longitudinal Shear ◽  
Point Load ◽  
Ultimate Load Capacity ◽  
Composite Slab ◽  
Shear Connectors ◽  
Trapezoidal Shape ◽  
Deck Slabs ◽  
Composite Slabs

The aim of this research is to investigate experimentally the effect of adding shear connectors to the composite deck slabs which have various geometries of steel sheeting. The behavior and resistance of composite slab is basically depending on the development of longitudinal shear resistance. In this study six specimens of composite deck slabs which have different types of geometries of steel sheets (trapezoidal, triangle and T-shapes) with dimensions (1850mm x 500mm x 110mm) were casted and tested under four-point load in presence and absence of shear connectors in order to evaluate the behavior and longitudinal shear resistance of composite slabs. The results show that the adding shear connectors to composite slabs with trapezoidal shape and triangle shape act to increase ultimate load capacity by 22.2% and 17.8% respectively as compared with composite slabs without shear connectors while effect of adding shear connectors to the composite slab with T-shape was very little or can be neglected. As well as the adding shear connectors to composite slabs with trapezoidal shape and triangle shape act to decreasing the deflection as compared with the same load also act to enhance the general performance of slabs

scholarly journals Analytical study on new types of shear connectors in composite slab

2021 ◽  
Vol 1070 (1) ◽  
pp. 012111
Author(s):  
Aniket A Shirgaonkar ◽  
Yogesh D Patil ◽  
Hemant S Patil
Keyword(s):  
Analytical Study ◽  
Composite Slab ◽  
Shear Connectors

scholarly journals Demountable composite steel-concrete floors: A state-of-the-art review

2021 ◽  
Vol 73 (03) ◽  
pp. 249-263
Keyword(s):  
Sustainable Development ◽  
Composite Structures ◽  
Shear Force ◽  
State Of The Art ◽  
Composite Slab ◽  
Research Results ◽  
Shear Connectors ◽  
The Past ◽  
Numerical Research ◽  
Push Out

In keeping with current demands for sustainable development in all segments of the industry, numerous research in the field of steel-concrete composite structures has been focused on developing demountable shear connectors. In the past years, various demountable shear connectors have been suggested, with various mechanisms for transferring shear force between a steel profile and a concrete or composite slab. In this paper, a state of the art on the topic is given, and experimental and numerical research results of push-out and beam tests are summarized.

Study on Nonlinear Structural Behaviors of Steel and Concrete Composite Slab

2014 ◽  
Vol 919-921 ◽  
pp. 602-606
Author(s):  
Shuo Xu ◽  
Tian Yu Xiang
Keyword(s):  
Steel Plate ◽  
Concrete Slab ◽  
Element Model ◽  
Experimental Results ◽  
Element Analysis ◽  
Composite Slab ◽  
Shear Connectors ◽  
Whole Process ◽  
New Type ◽  
Structural Behaviors

Steel and concrete composite slab is a new type of bridge deck, which is consist of steel plate and concrete slab connected by shear connectors such as perfobond ribs ( usually abbreviated as PBL), studs and so on. Static experiment about four pieces of one-way steel and concrete composite slab using PBL was carried, and the whole-process structural behaviors and failure mode were investigated. Based on the spatial beam element model with the degenerated theory, the nonlinear finite element analysis on experimental specimens was executed. Such structural behaviors as concrete cracking, yield of steel plate, crushing of concrete, and so on are simulated, and are compared with the experimental results. It can be observed that excellent agreements are achieved between experimental results and numerical simulation.

Research Flexural Properties of Prestressed Slabs

2015 ◽  
Vol 727-728 ◽  
pp. 417-420
Author(s):  
Xian Hong Meng ◽  
Lin Tong
Keyword(s):  
Mechanical Properties ◽  
Flexural Properties ◽  
Maximum Deflection ◽  
Composite Slab ◽  
Flexural Performance ◽  
Distributed Load ◽  
Under Construction ◽  
Construction Loads ◽  
Plate Deflection

This paper is aimed to study on the flexural performance of prestressed slab and prestressed composite slab ,in order to provide the reference in engineering.At first,the prestressed slab is loaded under unformly distributed load,and then prestressed plate deflection , crack measurements. According to the phenomenon and data of the test, the mechanical properties of prestressed slab is analyzed. The maximum deflection of prestressed slab satisfy the standard requirements under construction loads.

Sign in / Sign up

Export Citation Format

Share Document