Keyphrases
Adiabatic Temperature Change
16%
Age Dynamics
16%
Age-adjusted
24%
Ageing Coefficient
10%
Ash Slag
16%
Autogenous Shrinkage
11%
Basic Tensile Creep
32%
Cement-based
16%
Cement-based Materials
16%
Concrete at Early Age
51%
Concrete Crack
16%
Concrete Creep
16%
Concrete Wall
10%
Cracking Potential
11%
Cracking Risk
25%
Cracking Temperature
16%
Creep Coefficient
13%
Deformational Characteristics
16%
Direct Tensile Test
11%
Dynamic Elastic Modulus
16%
Early-age Cracking
17%
Effective Elastic Modulus
24%
Elastic Modulus
26%
Experimental Values
16%
Fly Ash
16%
Free Water
19%
Ground Granulated Blast Furnace Slag (GGBFS)
32%
High Performance
16%
High Performance Concrete
100%
Hydration Degree
19%
Immobilization
16%
Loading Conditions
10%
Magnesium Potassium Phosphate Cement
16%
Mass Concrete
28%
Modulus Evolution
10%
Reduction Factor
10%
Restrained Strain
20%
Specific Heat
23%
Static Modulus of Elasticity
10%
Strain-based
16%
Stress Crack
16%
Superabsorbent Polymer
32%
Temperature Profile
11%
Temperature Stress Testing Machine
16%
Tensile Creep
18%
Tensile Elastic Modulus
16%
Tensile Strain Capacity
16%
Thermal Cracking
21%
Thermal Properties
19%
Zero-stress Temperature
32%
Engineering
Adiabatic Temperature
16%
Age Cracking
20%
Applicability
7%
Autogenous Shrinkage
20%
Cement Paste
8%
Cement-Based Material
16%
Coefficient of Thermal Expansion
12%
Concrete Mixture
8%
Concrete Wall
10%
Creep
44%
Empirical Model
5%
Experimental Value
10%
Free Water
19%
Good Agreement
7%
Ground Granulated Blast Furnace Slag
32%
High-Performance Concrete
83%
Influencing Factor
5%
Internal Curing
10%
Limitations
7%
Loading Condition
7%
Magnesium Phosphate Cement
6%
Magnesium Potassium Phosphate
16%
Mass Concrete
28%
Modulus of Elasticity
34%
Nonlinearity
5%
Phosphate Cement
16%
Reduction Factor
7%
Slag Cement
6%
Temperature Profile
16%
Temperature Rise
16%
Temperature Stress
41%
Tensile Strain Capacity
16%
Tensile Test
7%
Tensiles
48%
Test Data
22%
Test Result
8%
Test Setup
9%
Testing Machine
12%
Thermal Cracking
23%