2017
DOI: 10.1016/j.compstruct.2017.02.061
|View full text |Cite
|
Sign up to set email alerts
|

Abstract: Please cite this article as: Ferdous, W., Manalo, A., Aravinthan, T., Effect of beam orientation on the static behaviour of phenolic core sandwich composites with different shear span-to-depth ratios, Composite Structures (2017), doi: http://dx. AbstractThis study thoroughly investigated the flexural behaviour of phenolic cored sandwich beams with glass fibre composite skins in the horizontal and vertical positions. The beams have a shear span-to-depth ratio (a/d) varying between 0.5 and 12, and tested under 4… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

2
14
0

Year Published

2018
2018
2023
2023

Publication Types

Select...
9
1

Relationship

0
10

Authors

Journals

citations
Cited by 31 publications
(16 citation statements)
references
References 31 publications
2
14
0
Order By: Relevance
“…This underestimation may be due to complex state of stress at the contact location of loading point and upper face sheet and debonding between the face sheet and the core which were not accounted for in the analytical calculations. 61 The deviation between the numerical and experimental results of ultimate bending loads varied between 0.2% and 14%. FEA results provided a better agreement with the experiments than the analytical ones (see Figure 11(a)).…”
Section: Resultsmentioning
confidence: 96%
“…This underestimation may be due to complex state of stress at the contact location of loading point and upper face sheet and debonding between the face sheet and the core which were not accounted for in the analytical calculations. 61 The deviation between the numerical and experimental results of ultimate bending loads varied between 0.2% and 14%. FEA results provided a better agreement with the experiments than the analytical ones (see Figure 11(a)).…”
Section: Resultsmentioning
confidence: 96%
“…The shear span-depth ratio is a critical in controlling the shear capacity behavior of deep beams [40]. Through the study of three deep beam specimens, MDB1 (λ = 0.3), MDB2 (λ = 0.6), and MDB3 (λ = 0.9), the influence of shear span-depth ratio on the mechanical performance of high-strength reinforced concrete deep beams was analyzed.…”
Section: Shear Span-depth Ratiomentioning
confidence: 99%
“…Regarding bending tests for characterizing fiber-reinforced concrete, it has been found that the failure mode of the specimen is influenced by its span-to-depth ratio; this means that its failure mode is governed by shear or bending [ 28 ].…”
Section: Introductionmentioning
confidence: 99%