An investigation on the response of circular ductile cantilevers subjected to air-blast
Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

An investigation on the response of circular ductile cantilevers subjected to air-blast

Tag
Author
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 84, Issue 14, 2006

Date published

N/A

Citation

The Structural Engineer, Volume 84, Issue 14, 2006

Price

Standard: £10 + VAT
Members/Subscribers: Free

A simple analysis of a cantilever subjected to uniform steady flow is outlined. The analysis includes the effect of material strain-rate and strain-hardening on the response. Accompanying this analysis is the result of an experimental investigation on the response of uniform circular cantilevers exposed to air-blast loading. The explosion test was conducted at the Woomera Prohibited Area, South Australia.

Aluminium cantilever specimens were exposed to a 5t net equivalent TNT charge weight detonation. Details of the analysis and experimental work are presented. Comparison of results suggests that cantilevers could be used as a mechanical indicator to assess air-blast pressure.

Eur-Ing. T.S. Lok, BSc(Hons), PhD, CEng, MIStructE, PEng, MASCE, SrMIES
Associate Professor, Nanyang Technological University, School of Civil and Environmental Engineering, Nanyang Avenue, Singapore

A. Kulkarni, BEng, MEng
Research Scholar, Nanyang Technological University, School of Civil and Environmental Engineering, Nanyang Avenue, Singapore

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 14

Related Resources & Events

The Structural Engineer
<h4>Verulam</h4>

Verulam

Price – £10
The Structural Engineer
<h4>Singapore New Supreme Court Building – marrying form and function</h4>

Singapore New Supreme Court Building – marrying form and function

This paper describes the design of the support structure for Singapore’s new Supreme Court Building. Most of the structure is exposed to view and this was a major driver in the adoption of precast composite steel members. Particular attention is given to fabrication and erection of the highest court house (both symbolically and physically) within a ‘disc’ set above the main building block. This disc is supported on a perimeter set of inclined columns that terminate in ball and socket joints. Dan Yap Tian Wee, BEng(Hons), MSc (Int’l Const Mgmt), PEng(Singapore) Tan Kheng Soon, BEng(Hons), MSc(Build Sci), PEng(Singapore), MACES Lai Hoke Sai, BSc (Hons), PhD, PEng(Singapore), MACES, MIES Lim Peng Hong, BEng(Civ), MSc (Civ Eng), MConcStruct DIC, PEng (Singapore), MACES, SMIES All CPG Consultants Pte. Ltd

Price – £10
The Structural Engineer
<h4>Singapore Highlights</h4>

Singapore Highlights

Price – £10