project – “safety” 2008/materials... · project – “safety” kuldeep s. virdi professor...

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The University for business and the professions PROJECT “SAFETY” KULDEEP S. VIRDI PROFESSOR OF STRUCTURAL ENGINEERING CITY UNIVERSITY LONDON

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Page 1: PROJECT – “SAFETY” 2008/materials... · PROJECT – “SAFETY” KULDEEP S. VIRDI PROFESSOR OF STRUCTURAL ENGINEERING CITY UNIVERSITY LONDON. GROUP MEMBERS Josef MACHACEK CTU

The University for business and the professions

PROJECT – “SAFETY”

KULDEEP S. VIRDI

PROFESSOR OF STRUCTURAL ENGINEERINGCITY UNIVERSITY

LONDON

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GROUP MEMBERS

Josef MACHACEK CTU PragueAdam GLEMA TU PoznanAdam GLEMA TU PoznanGregoryi BELYY St Petersburg State UniElena SELEZNEVA St Petersburg State UniVitalina YURCHENKO KievSeppo NITTYMÄKKI HAMKKuldeep VIRDI City University London

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GROUP B

The outcomes in Nancy were reviewed.

Particular attention was paid to the comments from the Reviewers.the Reviewers.

Possible Work Themes were explored, taking into gaccount expertise and interests of those attending.

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REMINDER – NANCY OUTCOMES

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AIM

To develop a revised version of “Integrated Risk Management for European Construction ResortsManagement for European Construction Resorts. Focus on Structural Safety and Steel Construction Renovations”.Renovations .

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STRATEGY

The proposal will focus on “Structural Safety” in view of the likely title of the expected Call for Proposalsof the likely title of the expected Call for Proposals.The revised proposal will retain those elements which had received favourable comments from thehad received favourable comments from the Referees.

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SUGGESTED TOPICS

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CONTRIBUTION FROM THE GROUP

1. Structural Safety should be put in the context of Actions which increase the risk of failure of structures

E t i d l diExtreme wind loadingExtreme Snow loadingStability of soils – mudslidesStability of soils – mudslides

These can be related to Climate Change – one of gthe themes of FP7

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COMMENTARY 1.

There have been several failures in the last year or so involving steel structures when exposed to extreme snow loading

R f t Cli t Ch f th th fReference to Climate Change – one of the themes of FP7 – is not helpful. Close reading of the FP7 information suggests that the aims of FP7 are ggtargeted towards actions to prevent Global Warming. It is difficult to see how this can be adapted to Steel Structuresadapted to Steel Structures.

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CONTRIBUTION FROM THE GROUP

2. Actions which involve accidental or intentional damage

Explosions Human factors, for example, on construction sitesFiresP bl ith N l R tProblems with Nuclear Reactors

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COMMENTARY 2.

Safety in the context of explosions is a serious concern. Steel structures are, in general, considered to be capable of responding well to impulsive loading.

One possible line of investigation would be to develop the concept of ‘robustness’ when applied p p ppto steel buildings – commercial as well as industrial.

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CONTRIBUTION FROM THE GROUP

3. Structural safety relating to deterioration due to the age of the structure

Issues relating to reconstruction Consequences of poor quality control during

fabrication of steel structures – welding, bolting

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COMMENTARY 3.

Safety in the context of assessment and subsequent repair of steel structures is a topic not widely researched in the past.

I ti t h i f i id l lif fInnovative techniques of assessing residual life of steel structures must be an attractive proposition. One only has to consider the number of bridges y gwhich are more than a century old. The project offers scope for laboratory or on-site tests.

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CONTRIBUTION FROM THE GROUP

4. Use of new technologies for assisting with Structural Safety

Structural monitoring using newly developed sensorsNew materials – use without long term evaluationSimulation techniques

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COMMENTARY 4.

Innovative techniques of assessing material properties and state of stress and strain, again, could be linked to Pont 2 on assessment and repair of steel structures.

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CONTRIBUTION FROM THE GROUP

5. Cost issues. Cutting cost often is associated with poor quality construction, which results in early deterioration and possible structural failure

C t i di tl ff t t t l f tCost indirectly affects structural safety Role of Risk Management in balancing need to build

economically and ensuring safety of steeleconomically and ensuring safety of steel structures

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COMMENTARY 5.

There is no doubt that cost is a major factor in construction industry as in any other industry. After all, firms need to make profits, and one way is to cut costs.

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OUTCOMES

The ’SAFETY’ project could well have the following themes – which may form the basis of Work Packages

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PROPOSED WORK PACKAGES

1. Structural Optimisation 2. Simulation of Structural Behaviour2. Simulation of Structural Behaviour

Extreme loading3. Structural Testing as a means of ensuring safety4. Monitoring of Structures

Assessment and Repair of Structures5. Managing safety – monitoring as well as taking

decisions

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REMINDER OF REFEREES’ REPORTS

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REPORT ON PREVIOUS SUBMISSION 1

Quote from the letter from the Commission

However, this proposal fails to show how the various techniques mentioned will be integrated into a

h t ll f t t t Itcoherent overall safety management system. It fails to clarify whether the primary focus is structural safety or construction site safety.y y

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REPORT ON PREVIOUS SUBMISSION 2

Quote from the letter from the Commission

It identifies human factors aspects as the most relevant factor, yet fails to discuss how they will be

li d Th bj ti t t t d iapplied. The objectives are not stated in a measurable and verifiable form. The integration of the specified techniques into an overall risk p qmanagement system is not properly thought out

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REPORT ON PREVIOUS SUBMISSION 3

Quote from the letter from the Commission

Although a number of techniques are mentioned the expected progress beyond the state of the art is

t l Th t ti ll i ti fnot clear. … The potentially innovative area of integrating these techniques into a Safety Management System is not sufficiently elaborated g y yto be confident a breakthrough will be achieved. The level of innovation achieved by the proposal is not sufficiently justifiednot sufficiently justified.

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NEXT STEPS

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KEY STEPS

The project will be divided into at least 5 Work Packages, with clear objectives and deliverables. Each Work package will be led by a different partner. Some Work Packages may have Sub-Work Packages.

All members listed above will be members of the 5 Work Packages. It would be possible not to take part g p pin a given package.

Oth METNET b ill b lOther METNET members will be welcome.

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SOURCES OF FUNDING

FP7 – Call with keyword ‘structural safety’Only One CallOnly One CallNuclear Fission and Radiation Protection

RFCS – Research Fund for Coal and SteelAnnual callOpen callOpen call

(Has disadvantages)

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UNCERTAINTY

FP7

Since the call is yet to be made, it is difficult to assess what the emphasis will be.

Nevertheless, we must have a sound project proposal in draft form ready by the time the call isproposal in draft form ready by the time the call is made.

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TIME SCALE

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TIME SCALE

End April Draft Work PackagesSimulation – Adam GlemaSimulation Adam GlemaStructural Testing - Josef MachacekOptimisation – Vitalina YurchenkoManagement System – Seppo Nittymakki

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TIME SCALE

End June First Full Proposal

End October Second draft with Budget

Rostock Plenary meeting

End December Completed Application

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