FIGURE 4 PULL-OUT LORD VERSUS LENGTH FOR TYPE 3CR12 STEEL FIGURE 5 PUL

Chapter

ABSTRACT

It can be concluded in this study that although the bond strength of Type 3CR12 corrosion resisting steel is lower than that of mild steel it can be successfully used as reinforcing bar in structural concrete.

FIGURE 4 PULL-OUT LORD VERSUS LENGTH FOR TYPE 3CR12 STEEL FIGURE 5 PULL-OUT LORD VERSUS LENGTH FOR MILD STEEL

ABSTRACT