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Admixtures_I
Admixtures_II
Aggregates
Aggregate surface area
Aggregate surface area for fine particles
Air Entrainment
Angularity and surface texture of aggregates
Ball bearing effect-end
Ball bearing effect-start
Bleeding
Bleeding and its control
Bond failure
Bouge Equations -Oxide analysis
Bouge Equations -Oxide analysis
Bouge Equations-Oxide analysis
Bouge Equations-Oxide analysis
Boundary conditions
Bragg’s Law
Bulk Modulus
Calorimetry Study to evaluate the Hydration of Portland Cement
Causes of Plastic Shrinkage Cracking
Cement Hydration key topics-I
Cement Hydration key topics-II
Characteristics of Hydration of the Cement Compounds-I
Characteristics of Hydration of the Cement Compounds-II
Chemical reactions-I
Chemical reactions-II
Chemical reactions-III
Chemical reactions-IV
Chemical reactions-V
Chemical reactions-VII
Chemical reactions-VIII
Chemical reactions-IIX
Chemical reactions of calcium aluminates
Chemical reactions of calcium aluminates
Closed loop Control test Machine
Closed loop Digital Controlled testing
Closed Loop Tension Test
Closed Loop Test
Composite Materials Approach
Composition of X-ray waves: case 1
Composition of X-ray waves: case2
Compression Test
Compression Test
Compressive Stress Strain
Consequences of creep
Cement constituents
Corrosion Protection
Crack Coalescence
Creep in Concrete
Creep in Concrete
CSH Production
CSH Production
Curing
Curing and Strength Development
Curing and Strength Development
Curing tips
Diffraction methods
Ductile vs. Brittle
Durability
Durability-Cracking
Durability-internal problems
Economy
Effect of Admixtures
Effect of Admixtures
Effect of aggregate size
Effect of aggregate size
Effect of Curing Temperature
Effect of Curing Temperature
Elastic Strain Energy
Example of powder XRD diagram (copper slag).
Examples of planes in cubic system:
Exponential form
Factors Affecting Concrete Strength
Factors affecting slump
Factors affecting slump
Factors affecting slump-
paste content
Factors Affecting Slump-
Water Content
Factors affecting slump-paste content
Factors Affecting Strength
Failure Modes - important features
Feret's Law, Abram's Law
Flexural Test
Flexural test
Flexural Test
Free Shrinkage
-
- (empty)
Hardened Concrete Properties
Heat Of Hydration
Heat Of Hydration
Hooke's Law for Stress Strain Relationship
How to measure Cement Compound Compositions?
Hydration Aspects
Hydration Aspects
Hydration of C3A
Hydration of C3A
Hydration of C3S
Hydration of C3S
Hydration of Cement Phases
Hydration of Cement Phases
Hydration of the Aluminates
Hydration of the Aluminates
Hydration Products
Hydration Products
- (empty)
Indirect Tension Test
Instrument description
Interaction between bleeding and evaporation
Internal voids
Interpretation of analytical data
Intrusion-Extrusion Curve
- Intrusion-Extrusion Curves
- Indirect means of obtaining post peak response from a
stiffened frame test
- (empty)
Kelvin Model, Series Model, Iso-stress Model
Kelvin Model, Series Model, Iso-stress Model
Larger particles, less surface area, thicker coating, easy
sliding of particles
Laue method
Load Induced Volume Changes
Load Induced Volume Changes
-
Macroscopic View of Setting of Portland Cement
Macroscopic View of Setting of Portland Cement
Major constituents of portland cement
Major constituents of portland cement
Materials-Mechanics-Structures Interaction
Maximum Strain Theory 2-D case
Maximum Stress Theory 1-D case
Maximum Stress Theory 2-D case
Mechanical Properties
Mechanism of corrosion
Mercury Intrusion Porosimetry (MIP)
Mohr-Coulomb Theory
- (empty)
Nature of CSH
Nature of CSH
Nature of Water in HCP
Nature of Water in HCP
- (empty)
Octahedral Shear Theory
Open Loop vs. Closed Loop System
- Other Models of Porosity vs. Strength (empty)
- (empty)
Plane Strain Assumption
Plane Stress Assumption
Plastic Shrinkage Cracking-Remedies
Pore size Distribution
Pore Size Distribution
Pore Structure
Pore Structure
Pore Structure by Mercury Intrusion Porosimetry (MIP)
Pore System
Pore System
Porosity and strength
Portland Cement
Post peak response
Powder method
Powder method, model.
Powers’ Model
Powers’ Model
Pre-peak response
Presentation of data for known components
Principal stress
Principal Stresses
Principal stresses
Problem
Properties of fresh concrete
Qualitative analysis
Qualitative analysis: conclusion
Quantitative XRD
-
Rate of heat evolution
Rate of heat evolution
Rate of Hydration of Various Phases
Rate of Hydration of Various Phases
Rebar corrosion
Reducing the friction results in a more uniform
state of stress
Resistance to freezing and thawing-Major factors
Restrained shrinkage cracking
Restrained Shrinkage- creates stresses, which may cause
cracking
Review
Role of Gypsum in Hydration
Role of Gypsum in Hydration
Schematic view of setting
Schematic view of setting
Schematics of closed loop tests
Shear Test
Side diagram of surface contraction
Size Effect
Slump Test
Slump Test
Slump test
Slump test results
Smaller particles, more surface area, thinner coating,
interlocking of particles
Strength and Curing
Strength development
Strength development
Strength Empirical approach
Stress Strain Curves for Uniaxial Compression
Surface Area
Surface Area & Pore Structure by Gas Adsorption
Surface Tension
-
Temperature
Temperature effects on curing
Temperature effects on curing
Testing Parameters, End Effect
The Strain Tensor
The stress tensor
Thermogravimetry analysis
Thermogravimetry analysis
Too much evaporation leads to surface cracking
Tresca Theory Max Shear stress Theory
Two parameter models
Uniaxial Tension Stress Strain
Uniaxial Test
Voigt Model- Parallel Model Iso strain model
Voigt Model- Parallel Model Iso strain model
Volume Dilatation
Von-Mises Theory
Water
Water accumulation on surface
water cement ratio
Wetting angle less than 90,
Work done in moving up the layer by surface tension is:
X-Ray Diffraction
X-Ray Diffraction
- (empty)
- (empty)
2-D Principal Stresses
2-D stress Transformation
3-D stress transformation
-
Revised: June 07, 1999.
Copyright © 1995 by [SomeOrganization].
All trademarks or product names mentioned herein are the property of their respective
owners.