From Material Level to Structural Use of Mineral-Based Composites—An Overview

Table 3

Ultimate shear loads and failure modes, along with description of tested shear beams.

Beam	Binder	CFRP	Stirrup distance	Failure load	Failure mode	Compressive strength	Tensile strength
			[mm]	[kN]		[MPa]	[MPa]
C40s0	—	—	—	123.5	S	44.8	2.9
C40s0*	—	—	—	126.7	S	36.3	2.5
C40s0-M	PMM	—	—	141.9	S	53.6	2.8
C40s0-Grid M	PMM	Grid M	—	244.9	S	53.6	2.8
C40s0-Grid M	PMM	Grid M	—	241.9	S	53.6	2.8
C40s0-Grid S*	PMM	Grid S	—	208.1	S	32.5	2.7
C40s0-Grid M*	PMM	Grid M	—	251.9	S	35.1	3.0
C40s0-Grid L*	PMM	Grid L	—	206.4	S	44.8	2.5
C35s0	—	—	—	130.6	S	47.0	2.7
C35s3	—	—	350	346.0	C+S	47.6	3.1
C35s3-Grid M	PMM	Grid M	350	336.9	C	52.4	3.0

*Tests were run not deformation-controlled but load-controlled at 10 kN/sec.