Anchorage performance of group anchored 1860-grade high-strength steel strands for beam-column connection

Shear Strength of an Anchor Post-Installed into a Hardened Concrete Member

“…In addition, almost all those papers investigate the strength dictated by the distance of the anchor from the edges (edge effect) [25][26][27][28][29], group effect (anchor group spacing) [2,[30][31][32][33], and dowel action (strength dictated by the metal of the anchor's shaft) [11,21,[34][35][36]. Conversely, the strength of an anchor whose clearance from the edges is large (no edge effect), whose spacing between the adjacent anchors is large (no anchor group effect), and whose shaft is strong (no dowel action failure mechanism) is dealt with by a relatively slight number of papers.…”

“…Another lack of balance in the literature that must be highlighted is that most of the papers about anchors present experimental research works [3,9,11,20,22,[24][25][26][27][28][31][32][33][34][37][38][39][40][41][42][43][44][45][46][47][48][49][50][51], empirical formulations [4,10,13,14,20,26,33,40,44,45,[52][53][54][55][56][57], and numerical analyses [3,32,35,36,[58][59]…”

Experimental study on flexural performance of reinforced concrete beams strengthened by PET

“…The external reinforcement material can make the neutral axis of the beam plane section move down, so as to increase the area of concrete in the compression zone, and thus improve the flexural bearing capacity of the normal section of the beam. 4,5 Research [6][7][8][9][10][11][12][13] used bonded steel plates to improve the bearing capacity of beams. The bonded steel plate reinforcement method is suitable for the reinforcement of reinforced concrete flexural, large eccentric compression, and tensile components.…”