Shear behaviour of reinforced palm kernel shell concrete beams

► PKSC beams showed superior performance compared to NWC. ► Shorter narrower cracks in the PKSC beams showed good aggregate interlock. ► PKSC beams without shear links produced 24% higher shear strength than NWC beams. ► Non-linear analysis predicted the shear within 20% of the experimental results....

Ausführliche Beschreibung

Bibliographische Detailangaben

Veröffentlicht in:	Construction & building materials 2011-06, Vol.25 (6), p.2918-2927
Hauptverfasser:	Johnson Alengaram, U., Jumaat, Mohd Z., Mahmud, Hilmi, Fayyadh, Moatasem M.
Format:	Artikel
Sprache:	eng
Schlagworte:	Aggregate interlock Concretes Construction materials Cracks Kernels Lightweight aggregate Mechanical properties Palm Palm kernel shell Shear Shear strength Shells
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