Experimental Study on Axial Compression Behavior of Masonry Columns’ Strengthening with Bamboo Scrimber Bar Mesh Mortar Layer

Table 2

Experimental test methods for bamboo scrimber.

Test parameter	Test schematic	Direction	n	Specimen size
ftb	a	Parallel to grain	6	c
Etb	a	Parallel to grain	6	d
fcb	b	Parallel to grain	6	15 mm × 15 mm × 15 mm
Ecb	b	Parallel to grain	6	15 mm × 15 mm × 60 mm

ftb, tensile strength; Etb, tensile elastic modulus; fcb, compressive strength; Ecb, compressive elastic modulus.