Components of Side-Face Blowout Strengths of Headed Bars in Exterior Beam-Column Joints
- 1 March 2019
- journal article
- research article
- Published by American Concrete Institute in ACI Structural Journal
- Vol. 116 (2) , 159-169
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Side-Face Blowout Failure of Large-Diameter High-Strength Headed Bars in Beam-Column JointsACI Structural Journal, 2017
- Lap Splice Tests Using High-Strength Headed Bars of 550 MPa (80 ksi) Yield StrengthACI Structural Journal, 2015
- Compression Splices in High-Strength Concrete of 100 MPa (14,500 psi) and LessACI Structural Journal, 2011
- Anchorage Strength and Behavior of Headed Bars in Exterior Beam-Column JointsACI Structural Journal, 2009
- Behavior and Capacity of Headed ReinforcementACI Structural Journal, 2006
- Lap Splices Anchored by Headed BarsACI Structural Journal, 2006
- CCT Nodes Anchored by Headed Bars - Part 2: Capacity of NodesACI Structural Journal, 2006
- CCT Nodes Anchored by Headed Bars- Part 1: Behavior of NodesACI Structural Journal, 2005
- A Reevaulation of Test Data on Development Length and SplicesACI Journal Proceedings, 1977