A fresh look at bolted end-plate behavior and design

N Krishnamurthy - Engineering Journal, 1978 - ej.aisc.org
… and end plate, is zero for an unreinforced groove weld. The benefit of this effective bolt distance
side. The weld size Ws was 0.5 in. and the average flange yield stress Fy was 39.54 ksi. …

Behavior of eight-bolt large capacity endplate connections

MR Bahaari, AN Sherbourne - Computers & Structures, 2000 - Elsevier
… The tests were done on one-sided connections, which eliminates symmetry about mid-… the
bolt force within the section. This is especially important for thin end plates in which the bolts in …

Top-and-seat-angle connections and end-plate connections: Snug vs. fully pretensioned bolts

RB Fleischman, CP Chasten, L Lu, J Driscoll - Engineering Journal, 1991 - ej.aisc.org
… far side of the bolt line and decrease contact on the near sideBolt forces across the end
plate are more evenly distributed … at the inner bolts is relieved, the outer bolts begin to carry a …

Experimental study on end-plate to SHS column connections reinforced by increasing wall thickness with one side bolts

T Tanaka, M Tabuchi, K Furumi, T Morita… - Tubular Structures …, 2022 - taylorfrancis.com
… study on extended end-plate bolted moment connections for … using end-plates with high
strength one side bolts (blind bolts) … This paper includes tests of one side bolts, material tests of …

The plastic and the ultimate resistance of four-bolt extended end-plate connections

YO Özkılıç, C Topkaya - Journal of Constructional Steel Research, 2021 - Elsevier
… flange to the tension side outer bolt row, h 1 is the distance from the centerline of the
compression flange to the tension side inner bolt row, b p is width of end-plate (shall not be taken …

3D simulation of end-plate bolted connections

AN Sherbourne, MR Bahaari - Journal of Structural Engineering, 1994 - ascelibrary.org
… This is especially important for thin end plates in which the bolts in tension undergo …
flange, the contributions of the bolts did not exceed that of the end plate. BOLT BENDING …

[PDF][PDF] Investigation of the effects of bolt diameter and end-plate thickness on the capacity and failure modes of end-plated beam-to-column connections

YO Özkılıç - Research on Engineering Structures & Material, 2021 - jresm.org
… 5(eg) show circular and non-circular yield patterns for outer side of bolt (bolt row … end-plate,
width of endplate, gage distance, bolt diameter, weld thickness, the distance between the bolt

Experimental assessment of the ductility of extended end plate connections

AMG Coelho, FSK Bijlaard, LS da Silva - Engineering structures, 2004 - Elsevier
… remaining, always after significant yielding of the end plate and bolt bending. Comparisons
of the joint ductility and the corresponding equivalent T-stub for the end plate side are drawn. …

Recent developments for the design of moment end-plate connections

TM Murray - Journal of Constructional Steel Research, 1988 - Elsevier
… extended end-plate configurations, including column side limit … for two flush end-plate
configurations (two and four bolts at the … -to-endplate weld design in the vicinity of the tension …

Seismic performance of thread-fixed one-side bolts bolted extended endplate connection to HSST column with internal strengthening components

M Cai, X Liu, Q Wang, H Gu, P Wang, Y Liu… - Journal of Building …, 2022 - Elsevier
… with the steel beam using blind bolts or one-side bolts, which provides convenient … endplate
connected to the HSST column by Huck blind bolts and proved the feasibility of blind bolts