Civil engineering involves the design and management of infrastructure such as dams, bridges, roads, and sewerage systems
Early civil developments
The first bridges were logs or vines thrown across streams
6,000 BC - earliest known roads in Jericho are animal paths adapted by humans
4,000 BC earliest constructed roads are stone-paved in Iraq and timber in England
2,000 BC - first water systems using pressured pipes in ancient Greece
1300 BC one of the first stone arch bridges, the Arkadiko Bridge, is built in Greece
600 BC-200 AD - Romans mainly build circular arch bridges of stone
Middle Ages civil developments
Drawbridges and beam bridges begin being built from wood
Decline in quality of water from pollution and waste in streets
In the 12th century, street paving becomes a respectable trade in Western Europe as cities are seeing a revival
Middle Ages to present civil developments
Mid-1700s - London has over 50 km of water mains made from wood, cast iron, and lead pipes
1797 - first cast iron bridge is built in England
1816 John McAdam revolutionises road design from masonry construction to the use of a thin layer of compacted aggregate to support traffic
1849-reinforced concrete is invented, and steel becomes mass-produced
1883 - Brooklyn bridge in New York is world's first steel-wire suspension bridge
Benefits of bridges and roads
Opens up inaccessible areas for agriculture, mining, and trade
Improves the living standards of isolated inhabitants
Faster travel - extra infrastructure can reduce congestion and thus limit accidents
Bridges provide better defence for towns
More economical travel reduces cost of goods and services
Costs of bridges and roads
High initial costs burden taxpayers, whilst toll bridges present an ongoing cost
Bridges are prone to use by people contemplating suicide
Traffic accidents and roadkill present a threat to life
Some bypassed communities lose business, tourists, and facilities
Benefits of water distribution systems
Improved sanitation results in less transmission of disease
Sustains human life by providing drinking water and water to cook food in
Allows for irrigation of crops and mass production of food
Costs of water distribution systems
Cost of installation and maintenance can be a burden
Broad availability may encourage wasteful usage and result in a scarcity of available fresh water
Early materials used in civil structures
Vines and ropes - used for basic suspension
Wood - easy to collect, cut, and join, although it is combustible and decays
Mud and straw used to make earliest bricks
Stone and bricks - high compressive strength (forces easily understood), abundant, easily cut and joined, durable
Cement and concrete - developed by Romans to join bricks
18th and 19th century materials used in civil structures
Cast iron replaced stone and wood for its good compression (although it is prone to fatigue and corrosion), which was then replaced by steel
High tensile steel - used in cables for suspension bridges
Steel reinforced concrete - used widely in bridges to improve tensile strength
20th and 21st century materials used in civil structures
More steel varieties, such as stainless steel (which is produced through the addition of chromium)
Prestressed concrete
Composites such as high strength polymeric concrete
Early construction processes
Timber formwork used to build stone structure such as the pyramids and circular arch bridges
Water channels were cut out of stone, brick, rubble, and concrete. The ancient Persians used gravity to distribute the water through slightly sloping tunnels
Levers, wedges, and human muscle used to position stone blocks and beams for bridges
18th and 19th century construction processes
Standardised and prefabricated elements were joined with simple connections in the USA due to the lack of skilled carpenters in the second half of the 18th century
Riveting used to join metal members in bridges; later replaced by bolts and welding
Thomas Telford's process for road building
John McAdam's process for road building
20th and 21st century construction processes
Modern bridges are constructed using piling rigs to drive concrete piles into the earth
Concrete pavers were developed in WWII by the Americans and are used today in road construction
Tendons are pretensioned or post-tensioned using hydraulic jacks in order to increase concrete's tensile strength
GPS and laser surveying techniques position and align bridge components
Robotics is an essential aspect of 'trenchless technology, used today to replace or repair water and sewerage pipes without the need to dig a trench
Advantages of materials used in civil structures
Concrete is made from a near unlimited natural resource
Mining of concrete materials has minimal environmental impact
Use of composites and advanced materials result in better structure and less materials required
Recycled rubber tyres used for retaining walls and in crumbed rubber asphalt to increase its durability
Glass can be crushed and added to asphalt to increase the density of pavements and provide improved skid resistance for vehicles
Disadvantages of materials used in civil structures
Use of large quantities of natural resources for civil infrastructure
Storage of bridge materials on site can disturb natural environment
Materials like hydraulics, oils, greases, bitumen, and paint can pollute
Large portions of forest have to be cleared for all major road and damming projects
Truss basics
A truss is a rigid triangular framework of timber or metal members which is used in bridges and other large civil structures to support heavy loads without contributing too much weight
In Engineering Studies, we will only be considering two-dimensional representations of trusses, and all external forces acting on the trusses will be static (that is, non-moving) point loads
The joints connecting each member in the trusses we are studying can be considered as hinges or pin joints
There are three different types of supports which trusses can be mounted upon: roller joints, pin joints, and fixed joints
Redundant members
A redundant member is a slender constituent piece of the truss which is neither in tension nor compression since it sustains no load and is not actually necessary for support
There are three cases in which a redundant member can be identified: if a joint connects two members only where the angle between the members is not 180°, if a joint connects two collinear members where one is zero force, or if a joint connects three members where two are collinear
Zero force member
If this joint connects two members only, where the angle between the members is not 180°, then both members are zero force
If this joint connects two members only which are collinear and one member is zero force, then the other member must also be zero force
If this joint connects three members only and two of the members are collinear, then the third member is zero force
Compressive force
If the force solved for is pointing away from the joint in question, then the member which it belongs to is in compression and will therefore point away from the opposite joint as well
Tensile force
If the force solved for is pointing towards the joint in question, then the member which this force belongs to is in tension and will therefore point towards the opposite joint as well
Shear force
Sliding of one part of a material in one direction, whilst an adjacent part is pushed in the opposite direction
Bending moment
The reaction induced in a beam caused by an external shear force acting perpendicular to the beam which results in a bend
Cantilevered beam
Supported at only one end and overhangs
Bending moment reaction is generated at the support it does have, which impacts the bending moment diagram
Drawing shear force diagram and bending moment diagram for a cantilevered beam
1. Apply the equilibrium of moments to solve for the bending moment at the support
2. This bending moment does not factor into the shear force diagram
Uniformly distributed load (UDL)
Load of consistent magnitude spread equally across an element like a beam or slab
Shear force diagram has angled lines, bending moment diagram has curved lines
Neutral axis
Fibre between the top fibres in compression and the bottom fibres in tension where the stress is zero
Further from the neutral axis, the more intense the stress induced
Shear, compressive, and tensile stress
Stress is force per unit area, measured in Pascals
Tensile and compressive stress have area measured perpendicular to force
Within elastic range, extension is proportional to applied load
Young's Modulus
Measure of gradient of straight-line proportion of stress/strain graph, equal to stress divided by strain, in Pascals
Factor of safety
Applied to design calculations to increase safety and reduce risk of failure
Other parts of the graph to understand
Ultimate tensile strength (UTS): the maximum stress that can be produced in a material without failure occurring
Breaking strength: the point at which a material fails
Toughness: how much energy a material can absorb
Proof stress: indicates the amount of stress that a metal experiences at a particular point of total strain
Factor of safety
How much stronger a system is than it is actually required to be for the conditions it is operating under
Allowable stress
The greatest stress load which the structure is allowed to support once the factor of safety is factored in
Yield strength
The stress which the structure only just cannot support in actuality
Ultimate tensile strength
The stress which the structure only just cannot support in actuality (for brittle materials)
Tensometer
Used to stretch a metal sample to breaking point to measure its properties
Universal testing machine
Can test both tensile and compressive strength
Transverse bend/beam testing
Measures the flexural strength or modulus of rupture (surface stress in a beam at failure) in relatively flexible materials like wood or brittle materials like ceramic