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Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems...

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Introduction • Dr Magnus Currie • From Scotland, UK • MEng Civil Engineering • PhD Wind Energy Systems (Concrete Monitoring) • Class Tutors > Ms Liu and Ms Gau
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Page 1: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Introduction

• Dr Magnus Currie• From Scotland, UK• MEng Civil Engineering• PhD Wind Energy Systems (Concrete Monitoring)

• Class Tutors > Ms Liu and Ms Gau

Page 2: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

ENG1010 Resources

• Powerpoints (PPTs) will be uploaded after each lecture

• Tutorials will also be uploaded• Web address >

http://www.uwcentre.ac.cn/sbc/

• There is no textbook for this course• Please take notes in a note book• If you don’t understand something please ask

Page 3: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

ENG1010-Reinforced Concrete Design

Week One – Basic Principles of ConcreteWeek Two – Reinforced Concrete ConstructionWeek Three – Concrete ConsiderationsFinal Day – Exam

Page 4: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Week 1

1. Introduction to Concrete2. Concrete Design and Properties3. Concrete Chemistry4. Concrete Admixtures5. Properties of Materials

Page 5: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Tutorial Times

• Monday – ThursdayEnglish 14:30-15:30Chinese 15:40 – 16:40

• FridayEnglish 08:30-09:30Chinese 09:40-10:40

Page 6: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Lecture 1Introduction to Concrete

Dr Magnus Currie

ENG-1010: Reinforced Concrete Design

Page 7: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Objectives

• To explain the basic concepts of concrete• To explain the properties of fresh concrete• To explain the properties of hardened concrete

Page 8: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Concrete

• A mixture of two components

1. Paste (25% - 40%)2. Aggregates (60% – 75%)

Page 9: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Paste

• Paste compromises of:

1. A binder (such as cement)2. Water3. Air (either entrapped or entrained)4. Other admixtures depending on the mix

Page 10: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Aggregates

• Compromises a mix of:

1. Fine aggregates (such as sand)2. Coarse aggregates (gravel or crushed stone)

Page 11: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Making Concrete

• When paste and aggregates are mixed together the particles of aggregates get coated with the paste.

• Because of the chemical reaction of the cement and water the paste hardens and binds the aggregates together to form a rocklike mass called ‘Concrete’

• We will discuss this reaction later

Page 12: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Volume Distribution

• The volume of each material in concrete depends on the design strength, the use of the concrete and the environment in which it will be used.

• Air and water become trapped inside a concrete element

Page 13: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Quality of Concrete

• Aggregate requirement• Paste requirement

Page 14: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Aggregate Requirement

• Aggregates should consist of particles with adequate STRENGTH against compression, impact and abrasion.

• Aggregate particles should have RESISTANCE against aggressive exposure conditions such as highly fluctuating temperature and humidity.

Page 15: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Aggregate Requirement

• Aggregates should NOT contain deleterious materials such as chloride, sulfates, etc. That will cause deterioration of concrete.

• The size, shape and particle size distribution (gradation), of the aggregates should be such that the least amount of paste is required to fill the spaces between aggregate particles

Page 16: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Paste Requirements

• Quality of paste greatly affects the quality of the concrete

• Paste should be sufficient enough to completely coat each particle of aggregate and to fill spaces between aggregate particles completely

Page 17: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Paste Requirements

• The quality of hardened concrete is determined by the amount of water used in relation to the amount of cement.

• This is called the W/C ratio of the paste

Page 18: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Advantages of reducing the W/C ratio of the paste

• Increase compressive strength and flexural strength

• Lower permeability, thus increased water-tightness and lower absorption

• Increased resistance to weathering• Better bond between successive layers and

between concrete and reinforcement

Page 19: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Advantages of reducing the W/C ratio of paste

• Less volume change from wetting and drying• Reduced shrinkage cracking tendencies

Page 20: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Effect of w/c ratio on compressive strength of concrete

Page 21: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Uses of admixtures to improve the Quality of concrete

• Adjusting setting time or hardening in abnormal conditions of concreting such as cold and hot.

• Reducing water demand• Increasing workability in case of a very low

w/c ratio• Intentionally entrained air in concrete

Page 22: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Mixing Requirements

• All the ingredients of concrete should be mixed properly so as to achieve a homogenous mixture

• The sequence of charging ingredients into the mixer plays an important part in the uniformity of the finished product

• Size of the batch in relation to the size of the mixer

Page 23: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Mixing Requirements

• The elapsed time between batching and mixing

• Design, configuration and condition of the mixer drum and blades

Page 24: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Consolidation Requirements

• Consolidation of the freshly placed concrete removes voids in concrete and improves the quality of concrete as a result of increased density.

• For a highly workable concrete the consolidation should be done by hand rodding (vibration)

Page 25: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Consolidation Requirements

• For stiffer mixtures having low w/c ratio the consolidation should be done by vibration.

• Vibration sets in motion the particles in freshly mixed concrete, reducing friction between them and thereby increasing the mobility of concrete which helps in removing the voids even at low w/c ratio.

Page 26: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Consolidation Requirements

• Consolidation by vibration permits the lower w/c ratio which in turn results in improved quality.

• Vibration of highly workable concrete should be avoided as it can cause segregation of the concrete.

Page 27: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Effect of Consolidation

Page 28: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Curing requirements

• Curing of a placed and finished concrete is done for maintaining a satisfactory moisture and temperature in concrete for some defined period after placing and finishing, to allow the complete hydration of the cement.

Page 29: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Curing Requirements

• Following are various methods commonly used for concrete curing:

- Ponding or immersion- Spraying or fogging- Wet covering- Plastic sheets and impervious paper

coverings- Membrane-forming curing compounds- Steam curing

Page 30: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Advantages of Curing

• More strength and abrasion resistance• More water tightness• Less volumetric changes• More volume stability• More resistance to freezing and thawing and

deicer salts• More durability

Page 31: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Effect of Curing on Strength

Page 32: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Properties of freshly mixed concrete

• Workability• Hydration• Setting Time• Hardening

Page 33: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Workability

• The Slump Test

Page 34: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Properties of Hardened Concrete

• Strength• Unit Weight• Resistance to freezing and thawing• Permeability and water tightness• Abrasion Resistance• Volume Stability• Control of Cracking

Page 35: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Compressive Strength

Page 36: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Summary

• Explain the basic concepts of concrete• Explain the properties of fresh concrete• Explain the properties of hardened concrete

Page 37: Introduction Dr Magnus Currie From Scotland, UK MEng Civil Engineering PhD Wind Energy Systems (Concrete Monitoring) Class Tutors > Ms Liu and Ms Gau.

Questions?

Pantheon, Rome, Italy (27BC)


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