[HTML][HTML] Thermal drilling processing on sheet metals: A review

R Kumar, NRJ Hynes - International Journal of Lightweight Materials and …, 2019 - Elsevier
Thermal drilling is a sheet metal hole making technique and which is the most cost-effective
and extremely high productivity technique in sheet metal fastenings. Especially, the …

A review and analysis of testing and modeling practice of extended Hollo-Bolt blind bolt connections

M Cabrera, W Tizani, J Ninic - Journal of Constructional Steel Research, 2021 - Elsevier
Abstract Steel Hollow Sections (SHS) offer many structural, economical and architectural
advantages in multi-storey and high-rise construction. However, their use is not suitable for a …

Seismic response of extended end plate joints to concrete-filled steel tubular columns

J Wang, L Zhang, BF Spencer Jr - Engineering Structures, 2013 - Elsevier
This paper investigates the seismic behaviour of extended end plate connections to circular
or square concrete-filled steel tubular (CFST) columns using blind bolts. Both the end plate …

Microstructural alterations associated with friction drilling of steel, aluminum, and titanium

SF Miller, AJ Shih, PJ Blau - Journal of Materials Engineering and …, 2005 - Springer
Friction drilling, also called thermal drilling, is a novel sheet metal hole-making process. The
process involves forcing a rotating, pointed tool through a sheet metal workpiece. The …

Experimental and numerical analysis of the friction drilling process

SF Miller, R Li, H Wang, AJ Shih - 2006 - asmedigitalcollection.asme.org
Friction drilling is a nontraditional hole-making process. A rotating conical tool is applied to
penetrate a hole and create a bushing in a single step without generating chips. Friction …

Rotational stiffness of a blind-bolted connection to concrete-filled tubes using modified Hollo-bolt

W Tizani, A Al-Mughairi, JS Owen… - Journal of Constructional …, 2013 - Elsevier
Moment resisting connections to hollow sections tend to utilise welding and reinforcements
to achieve the stiffness required to resist moment. Blind-bolted connections to hollow …

Blind bolted T-stub connections to unfilled hollow section columns in low rise structures

J Lee, HM Goldsworthy, EF Gad - Journal of Constructional Steel Research, 2010 - Elsevier
This paper presents the results of an experimental program investigating blind bolted T-stub
connections to unfilled hollow section columns in the tension and compression regions …

Study on stainless steel blind bolted T-stub to concrete-filled stainless steel tube connections

YL Li, XL Zhao - Engineering Structures, 2022 - Elsevier
Tension zone of a bolted steel beam-to-column connection can be represented by an
equivalent T-stub to column connection under tensile load as recommended in Eurocode 3 …

Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns

JF Wang, LH Han, B Uy - Journal of Constructional Steel Research, 2009 - Elsevier
The results of an experimental research study involving the testing of four bolted moment-
resisting connections under simulated seismic loading conditions are presented. Each test …

Experimental behaviour of a novel anchored blind-bolt in tension

T Pitrakkos, W Tizani - Engineering Structures, 2013 - Elsevier
Current state-of-the-art models for steel and composite joints are based on the so-called
component method. These models require knowledge of the behaviour of the relevant joint …