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A platform for research: civil engineering, architecture and urbanism
An experimental investigation on Parallel Bamboo Strand Lumber specimens under quasi static and impact loading
https://orcid.org/0000-0002-4429-1239
https://orcid.org/0000-0002-5207-2407
https://orcid.org/0000-0002-3671-5126
https://orcid.org/0000-0001-5531-8065
Highlights PBSL showed significantly higher compression strength than other bio-composite materials. Specimens with height/width ratio more than 2 produced consistent results under quasi-static testing. Height of specimen showed approximately negligible effect on material responses under drop-weight. Better dynamic deformability was observed for specimen impacted perpendicular to the fibre. The compression response of PBSL was deemed to be strain-rate sensitive.
Abstract This paper investigates the compression behaviour of 42 Parallel Bamboo Strand Lumber (PBSL) specimens under quasi-static and drop-weight impact loading. 25 mm × 25 mm square specimens with varying heights and fibre orientations were tested to investigate compression and impact resistance of PBSL. Quasi-static results indicated a distinct 5-stage failure pattern for the complete quasi-static loading history with a 45° failure plane in all specimens when the compression load was applied parallel to the fibres. Specimen height did not affect the ultimate load carrying capacities but showed considerable influence on the initial stiffness as well as the post-ultimate loading regime. Experimental results showed that the deformation ratio and the energy absorption ratio for longer specimens were not affected by fibre orientations. Low-velocity drop-weight impacts were conducted under 25.4 J and 101.5 J energy levels. Specimen height did not play any significant factor during impact testing. The initial impact level dominated the maximum deformation and dynamic energy absorption observed in specimens that failed showing a 4-stage deform procedure. Although the deformation patterns between fibre orientations were distinctly different, similar energy absorption capacities were obtained regardless of specimen height. Comparison of experimental evidences obtained from quasi-static and drop-weight impact tests clearly showed that the compression response of PBSL is strain-rate sensitive.
An experimental investigation on Parallel Bamboo Strand Lumber specimens under quasi static and impact loading
https://orcid.org/0000-0002-4429-1239
https://orcid.org/0000-0002-5207-2407
https://orcid.org/0000-0002-3671-5126
https://orcid.org/0000-0001-5531-8065
Highlights PBSL showed significantly higher compression strength than other bio-composite materials. Specimens with height/width ratio more than 2 produced consistent results under quasi-static testing. Height of specimen showed approximately negligible effect on material responses under drop-weight. Better dynamic deformability was observed for specimen impacted perpendicular to the fibre. The compression response of PBSL was deemed to be strain-rate sensitive.
Abstract This paper investigates the compression behaviour of 42 Parallel Bamboo Strand Lumber (PBSL) specimens under quasi-static and drop-weight impact loading. 25 mm × 25 mm square specimens with varying heights and fibre orientations were tested to investigate compression and impact resistance of PBSL. Quasi-static results indicated a distinct 5-stage failure pattern for the complete quasi-static loading history with a 45° failure plane in all specimens when the compression load was applied parallel to the fibres. Specimen height did not affect the ultimate load carrying capacities but showed considerable influence on the initial stiffness as well as the post-ultimate loading regime. Experimental results showed that the deformation ratio and the energy absorption ratio for longer specimens were not affected by fibre orientations. Low-velocity drop-weight impacts were conducted under 25.4 J and 101.5 J energy levels. Specimen height did not play any significant factor during impact testing. The initial impact level dominated the maximum deformation and dynamic energy absorption observed in specimens that failed showing a 4-stage deform procedure. Although the deformation patterns between fibre orientations were distinctly different, similar energy absorption capacities were obtained regardless of specimen height. Comparison of experimental evidences obtained from quasi-static and drop-weight impact tests clearly showed that the compression response of PBSL is strain-rate sensitive.
An experimental investigation on Parallel Bamboo Strand Lumber specimens under quasi static and impact loading
https://orcid.org/0000-0002-4429-1239
https://orcid.org/0000-0002-5207-2407
https://orcid.org/0000-0002-3671-5126
https://orcid.org/0000-0001-5531-8065
Highlights PBSL showed significantly higher compression strength than other bio-composite materials. Specimens with height/width ratio more than 2 produced consistent results under quasi-static testing. Height of specimen showed approximately negligible effect on material responses under drop-weight. Better dynamic deformability was observed for specimen impacted perpendicular to the fibre. The compression response of PBSL was deemed to be strain-rate sensitive.
Abstract This paper investigates the compression behaviour of 42 Parallel Bamboo Strand Lumber (PBSL) specimens under quasi-static and drop-weight impact loading. 25 mm × 25 mm square specimens with varying heights and fibre orientations were tested to investigate compression and impact resistance of PBSL. Quasi-static results indicated a distinct 5-stage failure pattern for the complete quasi-static loading history with a 45° failure plane in all specimens when the compression load was applied parallel to the fibres. Specimen height did not affect the ultimate load carrying capacities but showed considerable influence on the initial stiffness as well as the post-ultimate loading regime. Experimental results showed that the deformation ratio and the energy absorption ratio for longer specimens were not affected by fibre orientations. Low-velocity drop-weight impacts were conducted under 25.4 J and 101.5 J energy levels. Specimen height did not play any significant factor during impact testing. The initial impact level dominated the maximum deformation and dynamic energy absorption observed in specimens that failed showing a 4-stage deform procedure. Although the deformation patterns between fibre orientations were distinctly different, similar energy absorption capacities were obtained regardless of specimen height. Comparison of experimental evidences obtained from quasi-static and drop-weight impact tests clearly showed that the compression response of PBSL is strain-rate sensitive.
An experimental investigation on Parallel Bamboo Strand Lumber specimens under quasi static and impact loading
Li, Xin (author) / Ashraf, Mahmud (author) / Li, Haitao (author) / Zheng, Xiaoyan (author) / Wang, Hongxu (author) / Al-Deen, Safat (author) / Hazell, Paul J. (author)
2019-08-14
Article (Journal)
Electronic Resource
English
Fracture of parallel strand lumber (PSL) under impact loading
| British Library Online Contents | 2000
Fracture of parallel strand lumber (PSL) under impact loading
| Online Contents | 2000
Fracture of parallel strand lumber (PSL) under impact loading
| Springer Verlag | 2000
SCIENTIFIC REPORTS - Fracture of parallel strand lumber (PSL) under impact loading
| Online Contents | 2000