Mechanical and Microstructural Properties of Bamboo Fiber-Reinforced Concrete Containing a Blend of Waste Marble Powder and Waste Glass Powder

Table 8

A 28th-day average bond stress results.

No.	Mix type	Nominal bar diameter (mm)	Embedment length (mm)	Maximum axial load, Pmax (KN)	28th-day average bond stress, Ꚍ (MPa)
1	CM	14	120	48.48	9.01
2	M1	14	120	52.46	9.85
3	M2	14	120	56.64	10.61
4	M3	14	120	52.41	9.80
5	M4	14	120	51.72	9.65