STUDY OF MECHANICAL BEHAVIOUR OF A356 AND NANO SIC COMPOSITE MATERIAL

2016 ◽  
Vol 1 (3) ◽  
pp. 47-52
Author(s):  
Thirumoorthy A ◽  
Arjunan T.V
Keyword(s):  
Composite Material ◽  
Mechanical Behaviour

Mechanical behaviour and analysis of advanced polymer-based Kevlar-49 composite material

2017 ◽  
Vol 9 (2) ◽  
pp. 251
Author(s):  
M. Rajkumar ◽  
P. Balasundar ◽  
P. Narayanasamy ◽  
M. Kaliraj
Keyword(s):  
Composite Material ◽  
Mechanical Behaviour

High temperature mechanical behaviour of an uncoated SiC-SiC composite material

1991 ◽  
Vol 26 (7) ◽  
pp. 1891-1898 ◽  
Author(s):  
M. Gomina ◽  
P. Fourvel ◽  
M. -H. Rouillon
Keyword(s):  
Composite Material ◽  
High Temperature ◽  
Mechanical Behaviour

Mechanical behaviour and characterization of reinforced CNSL composite material

2020 ◽  
Vol 22 ◽  
pp. 404-409
Author(s):  
J.G.K. Kumar ◽  
R. Venkatesh Babu
Keyword(s):  
Composite Material ◽  
Mechanical Behaviour

Mechanical behaviour of concrete as a composite material

1975 ◽  
Vol 8 (6) ◽  
pp. 481-482
Author(s):  
K. Rajagopalan
Keyword(s):  
Composite Material ◽  
Mechanical Behaviour

scholarly journals From Material Level to Structural Use of Mineral-Based Composites—An Overview

2010 ◽  
Vol 2010 ◽  
pp. 1-19 ◽  
Author(s):  
Katalin Orosz ◽  
Thomas Blanksvärd ◽  
Björn Täljsten ◽  
Gregor Fischer
Keyword(s):  
Composite Material ◽  
Bearing Capacity ◽  
Mechanical Behaviour ◽  
Material Properties ◽  
Cementitious Composites ◽  
Structural Elements ◽  
Load Bearing Capacity ◽  
Comprehensive Description ◽  
Load Bearing ◽  
Further Development

This paper surveys different material combinations and applications in the field of mineral-based strengthening of concrete structures. Focus is placed on mechanical behaviour on material and component levels in different cementitious composites; with the intention of systematically maping the applicable materials and material combinations for mineral-based strengthening. A comprehensive description of a particular strengthening system developed in Sweden and Denmark, denominated as Mineral-based Composites (MBCs), together with tests from composite material properties to structural elements is given. From tests and survey it can be concluded that the use of mineral-based strengthening system can be effectively used to increase the load bearing capacity of the strengthened structure. The paper concludes with suggestions on further development in the field of mineral-based strengthening.

Experimental research into the mechanical behaviour of banana fibre reinforced PP composite material

2020 ◽  
Vol 33 ◽  
pp. 3097-3101
Author(s):  
V.V. Arun Sankar ◽  
P. Suresh ◽  
V. Arun kumar ◽  
S. Dhanasekar ◽  
E. Harissh Kumar ◽  
...  
Keyword(s):  
Composite Material ◽  
Experimental Research ◽  
Mechanical Behaviour ◽  
Banana Fibre

Experimental Studies Regarding Mechanical Behaviour of Textile Reinforcements Laminated Composite Materials

2013 ◽  
Vol 371 ◽  
pp. 348-352
Author(s):  
Mihaela Oleksik ◽  
Nicolae Cofaru ◽  
Valentin Oleksik
Keyword(s):  
Composite Material ◽  
Mechanical Behaviour ◽  
Experimental Studies ◽  
Laminated Composite ◽  
Maximum Load ◽  
Bending Test ◽  
Specimen Thickness ◽  
Uniaxial Test ◽  
Major Strain ◽  
Maximum Value

The aim of this paper is to determine the mechanical properties of textile reinforcements laminated composite material and to establish the influence of thickness about these properties. The composite material used for this is a laminated sheet of HGW 2082. In order to study the mechanical behaviour of these kinds of materials we select two experimental tests: uniaxial test and bending test. For the uniaxial test we have measured the maximum load, the maximum extension, the maximum tensile stress and the maximum tensile strain. Also, using an optical extensometer we measured the major and the minor strains. For the bending test we measured the maximum load and the maximum bending deflection and the major and minor strains. After the uniaxial tension tests we can draw that we obtained the following results: the maximum value of the local major strain and equivalent strain decreases with the increase of the specimen thickness. After the bending test we can draw the following conclusions: the maximum value of the bending deflection decreases with the increase of the specimen thickness while the maximum value of the local major strain increases with the increase of the specimen thickness.

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