scholarly journals Circular hollow section connectors in timber-concrete composite structural elements

2016 ◽  
Vol 11 (1) ◽  
pp. 70-76
Author(s):  
Raitis Lacis
Keyword(s):  
Structural Parameters ◽  
Failure Mechanisms ◽  
Shear Capacity ◽  
Structural Elements ◽  
Hollow Section ◽  
Pedestrian Bridges ◽  
Waterproofing Membrane ◽  
Circular Hollow Section ◽  
Ultimate Shear Capacity ◽  
Push Out

This paper presents results of the laboratory tests of timber-concrete structural connectors applicable (but not limited to) road/pedestrian bridges. The tested elements are discrete circular hollow section connectors installed in the pre-drilled slots of a glulam. Symmetrical push-out tests are conducted for two groups of connectors: 1) with wood core not removed; no interlayer between wood and concrete; 2) concrete in-fill core instead of the wood core; waterproofing membrane interlayer between concrete and timber elements. Main structural parameters of the connectors are established including ultimate shear capacity and slip modulus. Relationship between the connector’s stiffness and ultimate shear capacity is established and failure mechanisms are briefly discussed.

scholarly journals Durability of CFRP strengthened steel circular hollow section member exposed to sea water

2016 ◽  
Vol 118 ◽  
pp. 216-225 ◽  
Author(s):  
M.H. Kabir ◽  
S. Fawzia ◽  
T.H.T. Chan ◽  
M. Badawi
Keyword(s):  
Sea Water ◽  
Hollow Section ◽  
Circular Hollow Section

Experimental Study on Shear Behavior of Perfobond Connector with Boot Shaped Slots

2019 ◽  
Author(s):  
Zhanchong Shi ◽  
Qingtian Su ◽  
Xinyi He ◽  
Quanlu Wang ◽  
Kege Zhou ◽  
...  
Keyword(s):  
Failure Modes ◽  
Shear Stiffness ◽  
Shear Capacity ◽  
High Shear ◽  
Test Results ◽  
Precise Location ◽  
Construction Problem ◽  
Circular Holes ◽  
New Type ◽  
Push Out

<p>In order to solve the construction problem of perforating rebars’ precise location and it’s getting through the circular holes for the the conventional perfobond connector, a new type of perfobond connector with boot shaped slots was proposed. This new type perfobond connector has the advantage of convenient construction and pricise location. Three groups of push-out tests with nine specimens were carried out to study the shear capacity of the new type perfobond connector. The effect of the number and the spacing of boot shaped slots on failure modes, shear capacity, peak slip and shear stiffness were mainly studied. The test results show that the new type of perfobond connector with boot shaped slots has a high shear capacity and a good ductility, it could be widely applied on the connection between the steel and the concrete structures.</p>

A Review of Prestressed Concrete Pile with Circular Hollow Section (Spun Pile)

2015 ◽  
Vol 72 (5) ◽  
Author(s):  
Candra Irawan ◽  
Priyo Suprobo ◽  
I Gusti Putu Raka ◽  
Rudy Djamaluddin
Keyword(s):  
Prestressed Concrete ◽  
Seismic Loads ◽  
Longitudinal Reinforcement ◽  
Research Topics ◽  
Earthquake Loads ◽  
Hollow Section ◽  
Failure Patterns ◽  
Concrete Pile ◽  
The World ◽  
Circular Hollow Section

Spun pile is one of the types of piles are widely used in the world construction, for example in building and bridge. Spun pile is a prestressed concrete pile with circular hollow section. This paper provides an overview of the research development of spun pile, starting from 80's until now. This overview is related to methods of increasing the strength and reliability of spun pile due to earthquake loads, either by modifying the longitudinal reinforcement and confinement. In addition, this paper also discusses about the failure patterns of spun pile due to seismic loads. Finally, this paper can be a reference for understanding the scope of the research topics that have been done by researchers. Thus, by this overview can be obtained new idea for the next research to improve the performance of spun pile carry seismic loads.

To fire resistance of the steel and fibre-reinforced concrete circular hollow section column

2017 ◽  
pp. 73-79
Author(s):  
Tretyakov Alexey ◽  
Tkalenko Illia ◽  
Wald František ◽  
Novak Josef ◽  
Stefan Radek ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Fire Resistance ◽  
Fibre Reinforced Concrete ◽  
Hollow Section ◽  
Circular Hollow Section

scholarly journals Justification of the Rheological Model of Process of Plastic Material Injection by the Rollers

2019 ◽  
Vol 23 (3) ◽  
pp. 101-114
Author(s):  
Katarzyna Szwedziak ◽  
Igor Stadnyk ◽  
Sergey Golyachuk ◽  
Żaneta Grzywacz
Keyword(s):  
Rheological Model ◽  
Plastic Material ◽  
Structural Parameters ◽  
Structural Elements ◽  
Reduced Viscosity ◽  
Physical Experiments ◽  
Nonlinear Character ◽  
Shearing Deformation ◽  
Working Bodies ◽  
The Relationship

AbstractIt is justified thatproblems related to the changes in structural and mechanical properties of plastic material and influence of structural elements of equipment and modes of implementation of the for-mation process on them are considered detail, taking into account empirical data, theoretical dependencies and results of physical experiments. It was established that during the mechanical influence of rollers with grooves on a structured dispersion plastic material in the node of injection of the molding machine, internal shear, and shearing deformation have a preponderant value. Accordingly, the productivity of machines is determined mainly by the structural parameters of the working bodies geometry, kinematics, and contact area. It is shown that increasing the pressure in the plastic material causes a decrease in its volume, but the relationship between pressure and volume has a nonlinear character. It has been established that regardless the variety of flour from which the plastic material was prepared for bagels, its moisture content and the duration of fermentation reduced viscosity of the effective plastic material along with the increase of the shear stress. The paper describes the refined rheological model of the Bingham body deformation, which develops instantaneously, and the velocity of the common elastic deformation in the dough is a simultaneous function of stresses and temperatures, which are close to exponential ones.

Sign in / Sign up

Export Citation Format

Share Document