IS 6441 Part 2 (1972) specifies the standardized method for determining the drying shrinkage of autoclaved cellular concrete (ACC) products. This test method is essential for manufacturers and engineers to evaluate dimensional stability and performance of ACC materials used in construction, ensuring quality and durability under drying conditions.
Overview
IS 6441 Part 2 (1972) specifies the standardized method for determining the drying shrinkage of autoclaved cellular concrete (ACC) products. This test method is essential for manufacturers and engineers to evaluate dimensional stability and performance of ACC materials used in construction, ensuring quality and durability under drying conditions.
Audience
Contents
Structure
Scope:
| Part No. | Test Description |
|---|---|
| I | Unit weight/bulk density & moisture content |
| II | Drying shrinkage (this part) |
| III | Thermal conductivity |
| IV | Corrosion protection of steel reinforcement |
| V | Compressive strength |
| VI | Strength, deformation & cracking under bending |
Shrinkage stabilization criterion:
Two consecutive length measurements, 7 days apart, must differ by ≤ 0.007% of specimen length.
Report must include:
flowchart TD
A[Prepare Specimens] --> B[Measure Initial Length]
B --> C[Drying Period]
C --> D[Measure Length Repeatedly]
D --> E{Two readings 7 days apart differ ≤ 0.007%?}
E -- No --> C
E -- Yes --> F[Record Final Shrinkage]
F --> G[Prepare Report as per Clause 6.1]
This concise scope and key points ensure compliance with IS 6441 Part 2 for drying shrinkage testing.
IS 6441 Part 2 (1972) - Key References and Specifications
| Part | Test Description |
|---|---|
| I | Unit weight/bulk density & moisture content |
| II | Drying shrinkage (focus of this part) |
| III | Thermal conductivity |
| IV | Corrosion protection of steel reinforcement |
| V | Compressive strength |
| VI | Flexural members - strength, deformation, cracking |
Test report must include:
[ \text{Linear Shrinkage (%)} = \frac{L_0 - L_t}{L_0} \times 100 ]
This is the key parameter measured under Part II.
flowchart TD
A[Start: Sample Preparation] --> B[Measure Initial Length \(L_0\)]
B --> C[Drying Period]
C --> D[Measure Length at time \(t\) \(L_t\)]
D --> E[Calculate Linear Shrinkage]
E --> F[Report Results as per Clause 6.1]
For detailed test procedures and specimen sizes, refer to the full IS 6441 Part II document.
IS 6441 Part 2: Definitions & Key Specifications
Scope: Part II covers the Determination of Drying Shrinkage of autoclaved cellular concrete (ACC) products.
Key Definition:
Measurement Protocol (Clause 4.2.3):
General Notes:
| Parameter | Value |
|---|---|
| Interval between readings | 7 days |
| Maximum allowable length change | 0.007% of specimen length |
This ensures repeatability and accuracy in drying shrinkage determination for ACC products.
IS 6441 Part 2: Apparatus and Materials for Drying Shrinkage Measurement
| Parameter | Specification |
|---|---|
| Measurement accuracy | ±0.003% of specimen length |
| Temperature during test | 27 ± 2°C |
| Reading repetition | Until length change ≤ 0.007% over 7 days |
| Specimen rotation | 0° and 90° readings averaged |
flowchart LR
A[Specimen Preparation] --> B[Initial Length Measurement]
B --> C{Rotate Specimen 90°?}
C -- Yes --> D[Second Length Measurement]
D --> E[Average Length]
E --> F[Repeat Measurements Weekly]
F --> G{Length Change ≤ 0.007%?}
G -- No --> F
G -- Yes --> H[Stable Length Achieved]
This ensures precise and reproducible drying shrinkage measurements as per IS 6441 Part 2.
IS 6441 Part 2: Preparation of Specimens for Drying Shrinkage Test
| Sample Height (cm) | Specimen Length Axis Orientation |
|---|---|
| < 24 | Perpendicular to rise direction |
| ≥ 24 | Parallel to rise direction |
flowchart TD
A[Large Sample Piece] --> B[Cut Specimens with Carbo-Rundum Blade]
B --> C{Sample Height < 24 cm?}
C -- Yes --> D[Length Axis ⟂ Rise Direction]
C -- No --> E[Length Axis ∥ Rise Direction]
D & E --> F[Check Surface Planeness ≤ 0.1 mm]
F --> G[Attach Gauge Plugs]
G --> H[Water Saturation: Immerse ≥ 72 h]
H --> I[Measure Length with 0.003% Accuracy]
This ensures standardized specimen preparation for reliable drying shrinkage measurement as per IS 6441 Part 2.
IS 6441 Part 2: Test Procedure for Drying Shrinkage
Temperature for Measurement:
Conduct measurements at 27 ± 2°C to ensure consistency (Clause 4.2.2).
Specimen Positioning:
Place specimens consistently in the measuring unit. Take two readings:
Measuring Instrument Requirements (Clause 3.1):
Rounding Off Results:
Follow IS 2-1960 for rounding final values.
| Parameter | Requirement |
|---|---|
| Measurement Temperature | 27 ± 2°C |
| Instrument Accuracy | 0.003% of specimen length |
| Specimen Rotation | 90° for second reading |
| Result Reporting | Average of two readings if different |
| Calibration | Regular checks against standard |
flowchart LR
A[Specimen Placement] --> B[First Measurement]
B --> C[Rotate Specimen 90°]
C --> D[Second Measurement]
D --> E{Are readings equal?}
E -- Yes --> F[Use reading]
E -- No --> G[Average of two readings]
F & G --> H[Report value (rounded as per IS 2-1960)]
This ensures precise, reproducible drying shrinkage measurements per IS 6441 Part 2.
IS 6441 Part 2: Measurement of Drying Shrinkage - Key Points
Specimen Dimensions (Clause 2.1):
Specimen Type:
Drying Shrinkage Measurement:
Testing Environment:
| Parameter | Dimension |
|---|---|
| Cross-section | 40 mm × 40 mm |
| Length | ≥ 150 mm |
| Reinforcement | None (unreinforced) |
flowchart TD
A[Prepare Concrete Prism] --> B[Initial Curing]
B --> C[Measure Initial Length (L0)]
C --> D[Drying in Controlled Environment]
D --> E[Measure Length at Time t (Lt)]
E --> F[Calculate Shrinkage Strain εsh = ((L0 - Lt)/L0)*10^6]
This method ensures consistent and comparable drying shrinkage data for concrete prisms per IS 6441 Part 2.
IS 6441 Part 2: Environmental Conditions Key Points
Storage Room / Humidity Chamber (Clause 3.4):
Measurement Conditions (Clause 4.2.2):
| Parameter | Value | Notes |
|---|---|---|
| Temperature (Storage & Test) | 27 ± 2°C | Controlled environment |
| Relative Humidity | ~43% (K2CO3 saturated solution) | Equilibrium humidity condition |
| Specimen Measurement | Two readings at 0° & 90° | Average if differing |
flowchart LR
A[Specimen Storage] --> B[Humidity Chamber]
B -->|Temp 27 ± 2°C| C[Specimen Conditioning]
C --> D[Measurement Unit]
D --> E[Reading 1 (0°)]
D --> F[Reading 2 (90° rotation)]
E & F --> G[Average Reading if Different]
This ensures consistent environmental conditions per IS 6441 Part 2 for accurate and repeatable specimen testing.
IS 6441 Part 2: Calculation and Expression of Results
Length Stability (Clause 4.2.3):
Repeated length measurements are taken until two consecutive readings, 7 days apart, differ by ≤ 0.007% of the specimen length. This confirms constant length.
Measurement Accuracy (Clause 3.1):
Rounding Off Results:
Follow IS 2-1960 for rounding off final observed/calculated values.
[ \text{Length Change (%)} = \frac{L_t - L_0}{L_0} \times 100 ]
| Parameter | Value/Requirement |
|---|---|
| Length Stability Criterion | ≤ 0.007% over 7 days |
| Measurement Accuracy | ±0.003% of specimen length |
| Instrument Range | Sufficient for gauge variation |
| Calibration | Regular against standard |
flowchart TD
A[Start Measurement] --> B[Measure Length L0]
B --> C[Wait 7 Days]
C --> D[Measure Length Lt]
D --> E{Is |Lt - Lprev| ≤ 0.007% of L0?}
E -- No --> C
E -- Yes --> F[Length Constant Achieved]
F --> G[Calculate Length Change %]
G --> H[Report Results (Round per IS 2-1960)]
This ensures reliable and standardized length measurement and reporting per IS 6441 Part 2.
IS 6441 Part 2 - Reporting Requirements (Clause 6.1)
The test report for linear shrinkage of cement specimens must include:
[ \text{Shrinkage} = \frac{{L_0 - L_t}}{{L_0}} \times 100 ]
Where:
| Parameter | Details |
|---|---|
| Code designation | IS 6441 (Part 2) |
| Product identification | Cement type/brand |
| Manufacture date | Date on cement bag or batch |
| Sampling details | Location, method, time |
| Specimen size & age | Prism dimensions, age in days |
| Linear shrinkage | Individual and mean values (%) |
flowchart TD
A[Start Test] --> B[Record Specimen Size & Age]
B --> C[Measure Initial Length \(L_0\)]
C --> D[Periodic Length Measurements \(L_t\)]
D --> E{Are two readings 7 days apart within 0.007%?}
E -- No --> D
E -- Yes --> F[Calculate Shrinkage %]
F --> G[Prepare Report with Clause 6.1 details]
G --> H[End]
This ensures consistent, traceable, and standardized reporting per IS 6441 Part 2.
IS 6441 Part 2: Precision and Accuracy Key Points
| Parameter | Value |
|---|---|
| Measurement Accuracy | 0.003% of specimen length |
| Repeatability (7-day gap) | Within 0.007% length |
| Temperature for testing | 27 ± 2 °C |
| Specimen orientation | Two readings, 90° rotation |
flowchart TD
A[Start Measurement] --> B[Set Temperature 27±2°C]
B --> C[Place specimen consistently]
C --> D[Take first reading]
D --> E[Rotate specimen 90°]
E --> F[Take second reading]
F --> G{Difference ≤ 0.003%?}
G -- Yes --> H[Average readings]
G -- No --> I[Re-measure]
H --> J[Repeat after 7 days]
J --> K{Difference ≤ 0.007%?}
K -- Yes --> L[Accept measurement]
K -- No --> I
This ensures precision (accuracy within 0.003%) and accuracy (repeatability within 0.007%) for length measurements per IS 6441 Part 2.
IS 6441 Part 2 (1972) — Notes and Recommendations Summary
This part covers determination of drying shrinkage of autoclaved cellular concrete products.
| Part No. | Test Description |
|---|---|
| I | Unit weight, bulk density & moisture content |
| II | Drying shrinkage |
| III | Thermal conductivity |
| IV | Corrosion protection of steel reinforcement |
| V | Compressive strength |
| VI | Flexural member strength & cracking under bending |
This standard aligns with international practices and is tailored for Indian field conditions.
flowchart TD
A[Start Shrinkage Test] --> B[Measure Initial Length (L0)]
B --> C[Dry Specimen]
C --> D[Measure Length at intervals (Lt)]
D --> E{Is |Lt - previous Lt| < 0.007% of L0?}
E -- No --> C
E -- Yes --> F[Calculate Shrinkage %]
F --> G[Report Results]
Frequently Asked
IS 6441 Part 2 - Drying Shrinkage Test Specimen Dimensions & Orientation
Specimen Shape & Size (Clause 2.1):
Specimen Orientation (Clause 2.2):
Summary:
Drying shrinkage is measured on 40×40 mm prisms, at least 150 mm long, with three specimens per sample. The length aligns with the measuring device, ensuring consistent length change measurement during drying.
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According to IS 6441 Part 2, environmental control during testing requires:
This ensures consistent, reproducible test conditions aligned with IS 6441 Part 2.
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For accurate shrinkage measurement as per IS 6441 Part 2:
Summary Table:
| Parameter | Requirement |
|---|---|
| Accuracy | 0.003% of specimen length |
| Gauge Plug Material | Corrosion-resistant metal |
| Gauge Plug Shape | Ensures positive contact |
| Lubrication | Required for fixed plugs before water immersion |
| Specimen Size | 40x40 mm cross-section, length ≥ 150 mm |
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According to IS 6441 Part 2, drying shrinkage is determined on prism specimens with:
Drying shrinkage strain (%) is calculated as:
[ \text{Drying Shrinkage} = \frac{\Delta L}{L_0} \times 100 ]
Where:
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According to IS 6441 Part 2 (Clause 2.3), the preparation of autoclaved cellular concrete specimens before testing requires:
This ensures consistent and reliable drying shrinkage measurements by controlling specimen geometry and orientation.
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