Abstract: A new approach is taken to predict numerically the bond‐slip behavior of a reinforcing bar embedded in concrete. Attention is focused on radial, secondary cracking. This cracking is found not to follow the principles of ...

Abstract: This paper treats an experimental investigation of gravity-load designed steel frames, i.e., steel frames with semirigid connections, infilled with unreinforced masonry walls and subjected to slowly applied cyclic lateral ...