1A.1 Introduction to Steel's Role in Construction in Europe.pdf

8/10/2019 1A.1 Introduction to Steel's Role in Construction in Europe.pdf

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ESDEP WG 1A

STEEL CONSTRUCTION:

ECONOMIC & COMMERCIAL FACTORS

Lecture 1A.1: Introduction to Steel's Role

in Construction in EuropeOBJECTIVE/SCOPE:

To inspire students with an enthusiasm for steel construction. To identify the advantages of steel forconstruction in Europe, emphasising its future potential and the rewarding challenge it offers to able students.To introduce ESDEP as a response to this potential.

PREREQUISITES

None

RELATED LECTURES

Lecture 1A.2 : Steelmaking and Steel Products

Lecture 1A.3 : Introduction to Structural Steel Costs

Lecture 1A.4 : The European Building Market

SUMMARY

Steel has been produced for about 100 years. It is a modern material with an exciting future.

The advantages of steel are described together with recent developments which have enhanced them, i.e.improvements in manufacture, enhanced range of properties , improvements in fabrication and speed ofconstruction, adaptability, consistent quality, lightness, stiffness and strength.

The future development of uses of steel, the associated training needs and the role of ESDEP in meeting thoseneeds are discussed.

1. INTRODUCTION

Steel was first produced in the Middle Ages, but it was not until just over a century ago that it was used forstructural engineering.

Today, many remarkable structures demonstrate the possibilities of this well developed material in their clearand transparent appearance, Slides 1 - 5.
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Slide 1 : Centre Pompidou, Paris, France

Slide 2


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Slide 3 : Olympic Stadium , Munich, Germany

Slide 4 : Faro Bridge, Denmark

Slide 5 : North Sea Oil Platform
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The strength-to-volume ratio, the wide range of possible applications, the availability of many standardised parts , the reliability of the material and the ability to give shape to nearly all architectural wishes are some ofthe reasons to choose this material for the main structure and for other elements of a building or otherconstruction.

Safe and strong steel structures are assured by well-educated designers with a Quality Assured and QualityControlled production. A long life with a small amount of maintenance can be guaranteed by using welldesigned details, a high level of pre-production in modern well-equipped shops with skilled employees andmodern corrosion-resistant systems.

2. DEVELOPMENTS IN PRODUCTION AND DESIGN

Many of the inherent advantages of steel have been considerably enhanced by the vigour with which the steelconstruction industry has improved its performance in an increasingly competitive world.

2.1 Steel Production

Early steels were manufactured by a range of processes which produced a material of uncertain composition and

variable properties. Today almost all structural steel is produced by the BOS (Basic Oxygen Steelmaking) process together with a modern purification process which produces a fine grained, weldable material ofconsistent strength and toughness.

Whilst methods of steel production have improved since the first introduction of the material, the rate ofimprovement has been most dramatic in the last decade or so. Since the mid-1970's steel productivity hasincreased from 60-100 kg/man hour (depending on producer) to over 250 kg/man hour for most modern plants.This improvement has had a significant effect on relative material costs, Slide 6.

Slide 6 : Relative material costs showing the relative change in prices between steel and concrete in recent years

Improvements in basic production have been matched by investment in better rolling mills. The latest hotrolling mill can produce sections to a wider variety of shapes with close tolerances, good surface finish andconsistent, homogeneous composition. Slide 7 gives an indication of the range of sections that are produced.Heat treatments in-line permit the greater control and enhancement of mechanical properties. Cold rolling can

be used to produce thin gauge strip material which can subsequently be formed into a wide range of shapes,Slide 8.
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Slide 7 : Range of typical standard hot-rolled sections manufactured by the steelmaking industry

Slide 8 : Range of typical cold-rolled profiles manufactured from thin galvanised sheet


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This revolution in manufacturing techniques has been accompanied by, and has probably been possible becauseof, a major restructuring of the entire industry. It is worth recalling that the European Coal and SteelCommunity (one of the founding components of the European Community) was established in 1952 to ensurethe restructuring of these crucial industries after World War 2. It has been a difficult and painful process for

both traditional industries but a lean, fit and modern steel industry has finally emerged.

2.2 Range of Steels

While cheap, good quality mild steel remains the backbone of the industry, it is now complemented by a widerrange of commercially available structural steels, Slide 9. High yield steel has increased in popularity asdesigners strive for more cost effective structures. Where necessary, thermo-mechanically controlled rolledsteels can be specified. Slide 9 also shows the mechanical properties that can be obtained with special steels, inthis case a very high strength wire.

Slide 9 : Mechanical properties for a range of steels showing the wide range of characteristics which differentsteels exhibit

Improvements in mechanical properties are best typified by a simple example. The Eiffel Tower was

undoubtedly an engineering triumph when it was completed in 1888. Making the best use of the availablematerials, it contains around 7000 tonnes of iron. A redesign today would require just 2000 tonnes.

The breadth of steels also encompasses corrosion resistance. Weather resistant steels that can, in appropriatecircumstances, be left unpainted throughout the life of the structure are now used for many bridges, Slide 10.Stainless steels are available in an almost bewildering range of compositions. Appropriate choice of chemistryand finish produces a durable and attractive structure, Slide 11. Coated steel products are very widely used forcladding, Slides 12 and 13.


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Slide 10 : Footbridge - York University, UK

Slide 11 : Opera de la Bastille, Paris, France (1991).

Slide 12 : Use of cold rolled steel for cladding at Revigny, France


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Slide 13 : Use of cold rolled steel for cladding: (Entrepot de la Societe Calberson, France).

2.3 Design

Design in steel used to be regarded as a 'black art' where one only reached a level of competence after 20 yearsof hardwon experience. Whilst, of course, experience is still very important, the designer is now much bettersupported and is able to be more accurate. Computers have made routine, levels of analysis that wouldotherwise have taken much manual calculation. Codes of practice have become more comprehensive. Theadvent of limit state design concentrates the designer's mind on the most important aspects of a particulardesign. The Eurocodes [1 - 4] are the culmination of many years' hard work, drawing together the bestinformation on steel and composite design.

Two example illustrate the refinements in structural form that have been achieved by the improvements inunderstanding of structural behaviour, analysis and design. The portal frame, the subject of much research from

1950 to the present day, is an elegant, minimalist structure, see Slide 14. Its inherent efficiency of shape (itscentreline closely follows the thrust line that would be associated with an axial equilibrium path, thusminimising bending moments) is enhanced by modern plastic or elastic design. Plastic design permitsredistribution of the moments so that the bending moment envelope is the closest possible fit to the envelopes ofuniform strength associated with prismatic sections; a haunch is used to resist the peak moment at the eaves.Elastic analysis and modern methods of fabrication permit the construction of a frame whose varying strengthdistribution is a close fit to the elastic bending moment envelope.


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Slide 14 : Evolution of portal frame design

The second example is the modern box girder bridge, see Slides 15 and 16. This elegant form of construction permits the use of wide flanges, thus reducing structural depth. The inherent torsional stiffness of the closedsection is used to distribute the effects of eccentric loading over the full width of the section, thus reducingmaximum bending stresses. Internal diaphragms serve both to jig the box during fabrication and to resistdistortion of the cross-section which could reduce the torsional resistance of the closed section.


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Slide 15 : Box girder bridge near Nijmegen, Netherlands

Slide 16 : Behaviour of box girder bridges

2.4 Fabrication


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In parallel with the improved efficiency of steel production, there have been significant increases in the productivity of the steel fabrication industry, with roughly a doubling in output per man between 1980 and1990. The introduction of numerically controlled machine tools has not only greatly reduced the time in both

preparing and handling the material but has also made an important contribution to achieving higher quality.The shot blasting of steel sections and the process of painting can now be carried out automatically, whilesawing and drilling operations have also been automated. In the most modern plants, conveyor systems areavailable which transfer material from machine to machine.

A good example of a piece of modern fabrication equipment is the numerically controlled plant for flamecutting castellated sections. Such equipment offers substantial improvements in quality and productivitycompared to traditional equipment, see Slide 17.

Slide 17 : Numerically controlled cutting of castellated beams

3. ADVANTAGES OF STEEL

3.1 Speed of Execution

There is increasing pressure on all civil and structural engineering projects to reduce the periods of execution. Nowhere has this had a more dramatic impact on methods of execution than in the streamlining andsimplification of a modern composite building.

Much execution is now by management contract in which the conventionally sequential activities of design,substructures execution, superstructure execution, envelope execution and finishing are overlapped to reducethe overall contract period. The contractor becomes a member of the design team at an early stage. In manycases the client becomes involved in the buildability of the project which is divided into self-contained work

packages.


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Structural steel - fast, accurate, prefabricated - lends itself naturally to fast track execution. Key elements aremetal deck for shuttering and reinforcement; through-deck stud welding for composite and diaphragm actionand lightweight fire protection, Slide 18.

Slide 18 : Structural steel in fast track construction

Metal deck is easily hoisted in bundles and laid out by hand (Slide 19). Edge trims are available to levelconcrete and prevent over-run (Slide 20). The shear studs which provide the key between beam, deck andconcrete can be placed by a single operative at 1000 per day (Slide 21).

Slide 19 : Metal decking ready to be laid by hand


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Slide 20 : Edge trims for metal deck floor construction

Slide 21 : Fixing shear studs

Concrete is placed by pumping (Slide 22). Services are easily fixed to the underside of the decking (Slide 23).Prefabricated stairs can be transported by crane and placed in position to give rapid and safe access forconstruction workers (Slide 24). Cladding units - pre-cast granite faced or curtain walling -can be lifted straightfrom the lorry and into position to avoid site storage (Slide 25).


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Slide 22 : Concrete being placed by pumping

Slide 23 : Services fixed to underside of decking


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Slide 24 : Pre-fabricated stairs

Slide 25 : Curtain walling

Steel frames with both metal deck and pre-cast concrete planks permit sequential execution with followingtrades able to proceed in safety and with protection from the weather.


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Traditionally, the greatest disincentives to the use of steel for multi-storey frames were the additional costs andtime for fire protection (Slide 26). However, the use of new, lower-cost, lightweight board and spray systemshave now largely replaced in-situ concrete encasement. Fire protection costs have thereby been halved and theimplications on execution programmes reduced substantially. (The programme savings outlined above includethe fire protection systems).

Slide 26 : Breakdown of steelwork construction costs

In many cases the benefits of faster speed of execution can be translated into substantial financial savings forthe client. These savings are particularly significant in situations where he has made substantial initialinvestment in acquiring the site. Slide 27 shows the execution programme achieved at the Finsbury AvenueProject in London. This programme represented a 40 week saving over conventional construction in in-situconcrete. While, for a typical building the costs of the two solutions are similar, at around 900 ecu/m 2 at 1990

prices, studies of London development costs suggest time-related savings of up to 7 mecu per week (for the

whole building) for earlier completion in a buoyant letting market, potentially dwarfing the total cost of thestructure.

Slide 27 : Construction programme for No. 1 Finsbury Avenue, London (1985)

3.2 Lightness, Stiffness and Strength


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Steel structures are generally lighter than those in other materials. In almost all cases this lower weight leads tolower costs for foundations particularly for sites with poor ground. Smaller columns increase effective floorutilisation and, where longer spans are required, the cost savings between steel and other forms of constructionincrease considerably. For large column grids in buildings, steel is the only feasible solution.

For multi-storey commercial offices a number of new design approaches are being introduced to achieve clearspans of 12-18m or more (slides 28 and 29) . These approaches include composite universal beam and latticegirder arrangements; parallel beam approaches; tapered, haunched and notched beam and storey deepconstruction, Slide 30. These schemes can increase spans in office buildings with only a small increase, in manycases less than 15%, in structural costs. Since the structural cost is only a small proportion (< 20%) of the totaldevelopment cost, clear span offices can be achieved for less than 3% of total development cost. This cost is avery small premium to pay for the increased flexibility in usage that results. Office activities are changingrapidly, following the high rate of change of information technology; one can only speculate on therequirements 30 years from now, well within the life of the structure. Clear, column-free space offers the bestopportunity of being able to adapt a building to these changing needs.

Slide 28 : Long span floor systems for office buildings - alternative solutions

Slide 29 : Long span floor systems for office buildings


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Slide 30 : Long span floor systems for office buildings

For bridges, the strength and toughness of steel have led to the elegant solution of cable stayed and suspension

bridges and the tight tracery of modern truss bridges, Slides 31-33. Similar design concepts have led to thedevelopment of striking structural solutions for long span roofs.

Slide 31 : Kohlbrand Bridge, Hamburg, Germany


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Slide 32 : Humber Suspension Bridge, UK (1982)

Slide 33 : Tonegawa Bridge, Saitama Prefecture, Japan

In other contexts triangulated structures have been refined and lightened to the extent that they becomesculptures, Slide 34.


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Slide 34 : Telecommunications mast, Barcelona, Spain

3.3 Adaptability of Usage of Steel Frames for Refurbishment

Structural steel provides maximum adaptability for changes in building use, because structural alterations can be accommodated with relative ease. Where additional members are required, connections can be made to theexisting frame with minimum disturbance and cost. It is for this reason that steel frames have been so popularwith leading retail and industrial groups.

The importance of adaptability in use is also demonstrated by considering the widely differing life spans of thecomponents of a modern office building, Slide 35. The benefits of longer spans in this context have already

been discussed in the previous Section. It is likely that some part of the long-life structure is going to requiremodification to accommodate some radical change in information systems or services.


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Slide 35 : Differing life spans of building components

The attribute of adaptability is of particular importance in refurbishment contracts, whether it is a case ofstrengthening existing structures or complete re-construction behind retained facades (Slides 36 and 37). Steel isdelivered to site pre-fabricated; it does not need propping once in position nor does it suffer from shrinkage orcreep. It can therefore take load immediately. When it is chosen for the structure behind a retained facade, theframe can be inserted through pockets cut in the structure. Modern techniques like metal deck floors can beused with advantage in accommodating irregular floor plans and extensive services can be installed, just as in anew building.

Slide 36 : Strengthening existing concrete floors

Slide 37 : Reconstruction behind retained facades


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Steel's adaptability can also be put to good use in bridges. The main towers of the Severn suspension bridge,Slide 38, were strengthened to absorb a doubling of traffic loading since the structure was initially designed 40years ago.

Slide 38 : The Severn Bridge after completion of major strengthening

3.4 Quality

Employment patterns in construction have recently changed considerably. Most site work is now carried out bysmall, labour-only subcontractors. These companies have little long-term involvement in the construction sectorand are too informal to make any investment in training. The striving for further economy has reduced theoverall level of site supervision.

In this environment it is difficult to maintain the quality of on-site construction. However, a steel frame is afactory made, precise product, produced by a stable, well-trained workforce. Only the erection of pre-fabricatedmembers is left for the site - a process which is easily controlled.

4. THE FUTURE FOR STEEL: FURTHER DEVELOPMENTS

The previous section has drawn attention to the inherent advantages of steel and the way in which recentdevelopments are strengthening those advantages. It is remarkable that a material that is 100 years old shouldstill be capable of such worthwhile development. It is more remarkable still that the rate of development inmany sectors appears to be increasing. Development is in response to the greater rate of change of society'sdemands of its built environment and the greater willingness of an increasingly competitive commercialindustry to respond to the needs of society and its customers.

It is possible to speculate on some of the directions that further development might take.


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Quality Assured and Quality Controlled production methods will give cheaper and better results withless time consuming repairs.

An increasing role for computers will lead to a greater refinement of design both to minimise fabricationand construction costs (for everyday structures) and to permit the more adventurous use of steel (formonumental structures).

Developments in steel production. At present very high strength steels (f y>500 N/mm2) carry a

substantial price premium. However further developments in on-line thermo-mechanical treatment arelikely to reduce this premium considerably. As the price of high strength steel drops so designers will

become more adventurous in using their full potential. This will tax engineers' ingenuity to the full because the stiffness of steel (modulus of elasticity) does not vary with strength. Structural forms withgreater inherent stiffness will have to be developed if these higher strengths are to be mobilised.

Greater range of sections and products. Modern rolling techniques, for both hot and cold products, areincreasing in flexibility of use. Thus a greater range of sections will be made available to the designer, afurther spur to him to use his ingenuity for greater structural efficiency.

Fire and corrosion resistance. As techniques for fire and corrosion resistance improve further, designerswill have a greater opportunity to express the steelwork leading to more elegant and exciting structures.

The environment. As society pays greater attention to environmental issues, its demands for buildingswill evolve. Insulation standards will rise requiring more attention to details of construction. There will

be increasing usage of demountable, recyclable buildings and components, for which steel is eminently

suitable.

5. THE FUTURE FOR STEEL: TRAINING AND ESDEP

It is clear from the foregoing that the demands on engineers' skills and knowledge are going to increase for theforeseeable future. Within the context of an increasing rate of change, society will demand an increasingstandard from its built environment. Both initial technical education and in-career training are going to becomeeven more important than they are today.

The greatest training resources for steel in Europe are in its widely distributed network of technical skills. A particular strength of the steel construction industry is the existence of an infrastructure of specialist personnelwho have learnt to work together through the media of both the ECCS technical committees and the draftingcommittees of Eurocode 3 and Eurocode 4.

ESDEP, the European Steel Design Education Programme, was established in 1988 to draw on both resourcesto prepare a comprehensive set of teaching aids on steel design and construction. It comprises nineteen workinggroups with an appropriate supporting network of steering committees. Over 200 specialists from all countriesof the European Community and the European Free Trade Association have contributed to the project, Slides 39and 40 summarise how the project was managed and the distribution of contributors and working groups. The

projects was sponsored by the European Commission and the steel industry from every country in both the ECand EFTA. Steelwork designers and constructors who will benefit from the improved quality and performanceof the industry, have much cause for gratitude for their farsightedness.


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Slide 39 : ESDEP: Distribution of working groups throughout Europe

Slide 40 : ESDEP: Distribution of contractors throughout Europe

6. CONCLUDING SUMMARY Steel is a modern material, produced in large quantity with high and reliable quality. Steel is available in a wide range of hot and cold rolled products, as plates and profiles. Steel is easily manufactured into end products.

Most of this manufacture takes place in quality controlled workshops. Site connections can easily be made and can carry load immediately. Given good corrosion protection and maintenance, steel has an indefinite life. Erection on site can take place quickly with little risk of delay. Steel structures are light and strong and only require simple foundations. Existing steel structures can easily be adapted to new demands. Quality Control and Quality Assurance will give a further guarantee of the economic application of steel

structures.

7. REFERENCES


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[1] Eurocode 1: "Basis of Design and Actions on Structures", CEN (in preparation)

[2] Eurocode 3: "Design of Steel Structures": ENV 1993-1-1: Part 1.1: General Rules and Rules for Buildings,CEN Brussels, 1992.

[3] Eurocode 4: "Design of Composite Steel and Concrete Structures": ENV 1994-1-1: Part 1: General Rulesand Rules for Buildings, CEN (in press).

[4] Eurocode 8: "Earthquake Resistant Design of Structures" CEN (in preparation)

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