2007
DOI: 10.1007/s11029-007-0009-z
|View full text |Cite
|
Sign up to set email alerts
|

Deformability and strengh of expanded polystyrene (EPS) under short-term shear loading

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

0
14
0
2

Year Published

2011
2011
2020
2020

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 12 publications
(16 citation statements)
references
References 4 publications
0
14
0
2
Order By: Relevance
“…Very limited studies have examined the static tensile properties of EPS [27,28]. Gnip et al [27] carried out the quasi-static tensile tests on flat specimens of EPS boards. The tested specimens were attached to two rigid metal plates with epoxy resin.…”
Section: Introductionmentioning
confidence: 99%
“…Very limited studies have examined the static tensile properties of EPS [27,28]. Gnip et al [27] carried out the quasi-static tensile tests on flat specimens of EPS boards. The tested specimens were attached to two rigid metal plates with epoxy resin.…”
Section: Introductionmentioning
confidence: 99%
“…4 As foam, EPS is characterized by a high proportion of air, typically 95% to 98% by volume. [5][6][7] It is characterized by a low density, typically less than 30 kg/m 3.8 Such EPS foam is water proof, lightweight, and possesses excellent thermal insulation properties. These properties make it ideal for packaging, 4,9,10,11 as it has shock absorbing properties, which make it beneficial for storing and transporting fragile items.…”
Section: Introductionmentioning
confidence: 99%
“…Under the effect of elevated temperature, expandable polystyrene beads are expanded and turn to closed‐cell EPS foams 4 . As foam, EPS is characterized by a high proportion of air, typically 95% to 98% by volume 5‐7 . It is characterized by a low density, typically less than 30 kg/m 3.…”
Section: Introductionmentioning
confidence: 99%
“…The main shear test methods of rigid plastic foams comprise: (1) deformation of parallelepiped samples (two-rail and three-rail tests) given in Hilyard, 5 Renz 6 and Gnip et al. 7 and in standards DIN 53 427 (1986), EN 12090:1997, ISO 1922 (2001), LVS EN 12090 (2002) and ASTM C 273/C 273M-07a (2008); (2) torsion of thin-walled cylindrical or dumbbell-shaped samples 8,9 ; (3) tests using Arcan fixture (an analogue to Iosipescu fixture) 9,10 and (4) four-point flexural testing of sandwich structures for the determination of the shear strength of the core material. 11…”
Section: Introductionmentioning
confidence: 99%
“…The influence of bending is the highest near supports. Therefore, the shear moduli determined on the supports or according to crosshead are reported to depend on the height of the sample 7 and ASTM C 273/C 273M-07a (2008). The most homogeneous shear stress field could be expected in the geometric centre of a sample, around the neutral plane of bending.…”
Section: Introductionmentioning
confidence: 99%