IS 2090:1983 specifies requirements for high tensile steel bars used in prestressed concrete applications, ensuring material quality, mechanical properties, and chemical composition suitable for structural engineering use. This standard applies to manufacturers, suppliers, and engineers involved in the production, testing, and application of prestressing steel bars with tensile strength not less than 980 N/mm².
Overview
IS 2090:1983 specifies requirements for high tensile steel bars used in prestressed concrete applications, ensuring material quality, mechanical properties, and chemical composition suitable for structural engineering use. This standard applies to manufacturers, suppliers, and engineers involved in the production, testing, and application of prestressing steel bars with tensile strength not less than 980 N/mm².
Audience
Contents
Structure
IS 2090: Scope & Key Specifications
Scope: Covers physical requirements and testing criteria for materials under the standard.
Physical Requirements (Clause 8.3.4):
For any physical property tested, the test results must satisfy:
[
\text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit}
]
[
\text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit}
]
Definitions (Clause 2.0): Standard definitions apply to terms used in the code.
Rounding Off (Clause 0.5):
Test results must be rounded off as per IS 2-1960, maintaining the same number of significant figures as specified values.
Modifications in Revision (Clause 0.3):
| Parameter | Condition |
|---|---|
| Mean + 0.6 × Range | ≤ Maximum Specification Limit |
| Mean - 0.6 × Range | ≥ Minimum Specification Limit |
This ensures test results are statistically within acceptable tolerance limits.
flowchart LR
A[Test Results] --> B{Calculate Mean & Range}
B --> C[Check: Mean + 0.6 × Range ≤ Max Limit]
B --> D[Check: Mean - 0.6 × Range ≥ Min Limit]
C & D --> E{Both Conditions Satisfied?}
E -->|Yes| F[Material Passes Physical Requirements]
E -->|No| G[Material Fails Physical Requirements]
This approach ensures consistent quality control per IS 2090.
IS 2090: Key Definitions & Specifications
Clause 2.0 (Definitions): Establishes the terminology used throughout the standard for clarity and uniform interpretation.
Clause 8.3.4 (Physical Requirements Testing):
For each characteristic tested, the mean and range must satisfy:
[
\begin{cases}
\text{Mean} + 0.6 \times \text{Range} \leq \text{Max Specification Limit} \
\text{Mean} - 0.6 \times \text{Range} \geq \text{Min Specification Limit}
\end{cases}
]
Clause 0.3 (Revisions):
Clause 0.5 (Rounding Off):
Final test values must be rounded as per IS 2-1960, retaining the same number of significant digits as the specified values.
| Parameter | Condition |
|---|---|
| Mean + 0.6 × Range | ≤ Maximum Specification Limit |
| Mean - 0.6 × Range | ≥ Minimum Specification Limit |
This ensures test results are statistically within tolerance limits.
flowchart TD
A[Test Results] --> B{Calculate Mean & Range}
B --> C[Check: Mean + 0.6 × Range ≤ Max Limit]
B --> D[Check: Mean - 0.6 × Range ≥ Min Limit]
C & D --> E{Pass/Fail}
This approach ensures consistent quality control in materials as per IS 2090.
IS 2090: Manufacture and Chemical Composition - Key Points
[ \text{Tensile Strength} = \frac{\text{Maximum Load}}{\text{Original Cross-sectional Area}} ]
| Element | Maximum % by Weight |
|---|---|
| Phosphorus | 0.045 |
| Sulphur | 0.050 |
flowchart TD
A[Raw Steel] --> B[Hot Rolling]
B --> C[Finished Bars]
C --> D[Visual Inspection]
C --> E[Chemical Analysis]
E --> F{P & S within limits?}
F -- Yes --> G[Approved for Use]
F -- No --> H[Rejected or Reprocessed]
Note: Always refer to the latest IS 2090 edition for precise chemical limits and testing methods.
Tensile Strength (Mis):
Minimum tensile strength shall be not less than 80% of the specified minimum tensile strength.
Mechanical Properties (Table 1):
Includes Tensile Strength, Proof Stress, and Elongation values determined per Clause 7.2.2.
For physical properties (except proof stress), test results must satisfy:
[ \text{(Mean + 0.6 × Range)} \leq \text{Maximum Specified Limit} ] [ \text{(Mean - 0.6 × Range)} \geq \text{Minimum Specified Limit} ]
This ensures consistency and reliability in mechanical properties.
| Property | Minimum Value | Unit |
|---|---|---|
| Tensile Strength | e.g., 410 MPa | Megapascal |
| Proof Stress | e.g., 250 MPa | Megapascal |
| Elongation | e.g., 14% | Percentage |
(Refer to IS 2090 Table 1 for exact values per grade)
flowchart LR
A[Mechanical Properties Testing] --> B[Tensile Strength]
A --> C[Proof Stress]
A --> D[Elongation]
B --> E{Check ≥ 80% Specified Min}
C --> F{Statistical Check}
D --> F
F --> G[(Mean + 0.6 × Range) ≤ Max Limit]
F --> H[(Mean - 0.6 × Range) ≥ Min Limit]
This ensures reliable steel bar quality per IS 2090.
IS 2090: Dimensions and Tolerances Summary
| Bar Diameter (mm) | Tolerance (± mm) |
|---|---|
| Up to 25 | ± 0.5 |
| Above 25 | ± 0.6 |
For physical test results (except proof stress), the following must hold:
[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Specification Limit} ]
[ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Specification Limit} ]
Where:
flowchart LR
A[Nominal Size] -->|Tolerance ±0.5 mm| B[Bars ≤ 25 mm]
A -->|Tolerance ±0.6 mm| C[Bars > 25 mm]
D[Physical Test Results] --> E{Check Limits}
E -->|Mean + 0.6*Range ≤ Max| F[Pass Upper Limit]
E -->|Mean - 0.6*Range ≥ Min| G[Pass Lower Limit]
This ensures dimensional accuracy and consistent physical properties per IS 2090.
IS 2090: Tensile Strength, Proof Stress & Elongation
Tensile Strength (σt):
[
\sigma_t = \frac{P_{max}}{A_0}
]
where (P_{max}) = maximum load in tensile test, (A_0) = original cross-sectional area.
Proof Stress:
Stress at a specified permanent strain (usually 0.2% offset), indicating yield strength.
Elongation:
Percentage increase in gauge length after fracture.
| Property | Minimum Value |
|---|---|
| Tensile Strength | 350 - 700 MPa (varies) |
| Proof Stress | 250 - 600 MPa (varies) |
| Elongation | 10% - 30% |
(Exact values depend on grade and manufacturing process; refer to Table 1 in IS 2090 for specifics.)
flowchart LR
A[Tensile Test Specimen] --> B[Apply Load]
B --> C{Load reaches max?}
C -- No --> B
C -- Yes --> D[Record Pmax]
D --> E[Calculate Tensile Strength = Pmax/A0]
D --> F[Determine Proof Stress at 0.2% offset]
D --> G[Measure Elongation after fracture]
IS 2090: Sampling and Testing Procedures - Key Points
| Lot Size (bars) | Sample Size (bars) | Sub-Sample Size (bars) |
|---|---|---|
| Up to 50 | 5 | 2 |
| 51 to 100 | 10 | 2 |
| 101 to 200 | 15 | 2 |
| 201 to 300 | 20 | 3 |
| 301 to 500 | 30 | 3 |
| 501 and above | 40 | 5 |
| Sample Size | Permissible Number of Failures |
|---|---|
| 5 | 0 |
| 10 | 1 |
| 15 | 1 |
| 20 | 2 |
| 30 | 3 |
| 40 | 3 |
flowchart TD
A[Lot of Bars] --> B[Select Sample Size (Table 2)]
B --> C[Select Sub-Sample]
C --> D[Test Specimens]
D --> E{Test Results}
E -->|Failures ≤ Permissible| F[Lot Accepted]
E -->|Failures > Permissible| G[Lot Rejected]
This ensures statistically valid sampling and testing for quality control per
IS 2090: Relaxation Test Key Points
| Parameter | Value |
|---|---|
| Initial Stress | 70% of specified minimum tensile strength |
| Temperature | 20 ± 2 ℃ |
| Load Application Time | ≤ 5 minutes |
| Load Hold Time | 1 minute |
| Relaxation Reading Start | After 6 minutes |
| Max Relaxation at 1000 hrs | 49 N/mm² |
sequenceDiagram
participant Tester
participant Specimen
Tester->>Specimen: Apply load (70% tensile strength) within 5 min
Specimen-->>Tester: Hold load constant for 1 min
Note right of Specimen: No load changes after this
Specimen-->>Tester: Start relaxation readings after 6 min
Note right of Specimen: Maintain 20 ± 2 ℃ temperature
Specimen-->>Tester: Measure relaxation up to 1000 hrs (max 49 N/mm²)
This ensures the bar's stress relaxation performance meets IS 2090 requirements.
IS 2090: Delivery, Inspection & Testing Facilities - Key Points
General Requirements (Clause 9.1):
Proof Stress (Clause 8.3.5):
Identification & Marking (Clause 10.1.1):
Inspection & Testing Facilities:
| Aspect | Requirement |
|---|---|
| Documentation | Mill records with bar details |
| Sampling | According to IS 1387 |
| Test Specimens | Must satisfy proof stress criteria |
| Marking | Bar/bundle marked with size, grade, and Standard Mark (optional) |
| Quality Assurance | BIS supervised system |
flowchart LR
A[Manufacturer] --> B[Provide Mill Records]
B --> C[Sampling per IS 1387]
C --> D[Test Specimens]
D -->|Proof Stress| E[Pass/Fail]
E --> F{Pass?}
F -->|Yes| G[Mark Bars with Standard Mark]
F -->|No| H[Reject Batch]
References:
IS 2090: Certification and Marking Key Points
For physical properties (except proof stress), test results must satisfy:
[ \begin{cases} \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} \ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} \end{cases} ]
| Aspect | Requirement |
|---|---|
| Certification | Purchaser’s approval or ISI mark mandatory |
| Manufacturer's Certificate | Process + mechanical tests + chemical composition |
| Marking | ISI Standard Mark on each bar or bundle tag |
| Test Result Compliance | Mean ± 0.6 × Range within spec limits |
flowchart TD
A[Manufacture] --> B{Inspection at Works?}
B -- Yes --> C[Certification by Purchaser]
B -- No --> D[Manufacturer's Certificate]
C & D --> E[Marking with ISI Standard Mark]
E --> F[Dispatch Approved]
This ensures traceability, quality, and conformity per IS 2090.
Frequently Asked
According to IS 2090:1983, the minimum tensile strength for high tensile steel bars used in prestressed concrete is specified in Clause 8.1, Table 1:
| Property | Requirement |
|---|---|
| Minimum Tensile Strength | ≥ 80% of specified minimum tensile strength |
This ensures the steel bars have adequate strength for prestressing applications, maintaining safety and performance.
If the specified minimum tensile strength is, for example, 1860 MPa, the actual tensile strength must be at least 0.8 × 1860 = 1488 MPa.
Note: Always refer to the exact specified tensile strength value in the project or product specification for precise design.
IS 2090 does not explicitly specify chemical composition limits for high tensile steel bars in the provided clauses. However, based on standard practice for prestressing steel bars, typical chemical composition limits are as follows:
| Element | Max % (approximate) |
|---|---|
| Carbon (C) | 0.30% |
| Manganese (Mn) | 0.60 - 1.00% |
| Phosphorus (P) | 0.035% |
| Sulfur (S) | 0.035% |
| Silicon (Si) | 0.15 - 0.30% |
Key points:
For precise chemical limits, refer to the manufacturer’s certification or relevant Indian Standards like IS 1786 (for high strength deformed bars) or IS 432 (for steel bars and wires for prestressing).
Loading diagram...
According to IS 2090, the tensile strength, proof stress, and elongation tests are conducted as per IS 1608:1972 (Clause 7.2.2). Key points include:
| Property | Test Standard | Notes |
|---|---|---|
| Tensile Strength | IS 1608:1972 | Standard tensile test method |
| Proof Stress | IS 1608:1972 | Must satisfy characteristic values; delay allowed after cold working |
| Elongation | IS 1608:1972 | Measured as per tensile test |
This ensures mechanical properties comply with IS 2090 requirements.
Permissible Dimensional Tolerances for Bars (IS 2090)
For bars up to and including 25 mm diameter:
For bars above 25 mm diameter:
Mass Tolerance:
Additional Notes:
Loading diagram...
This ensures dimensional accuracy for effective structural performance.
Quality and Certification Procedures for Prestressing Steel Bars as per IS 2090:
Constant Strain Relaxation Test (Clause 7.3):
Manufacturer's Certificate (Clause 9.4):
These procedures ensure traceability, mechanical and chemical conformity, and reliability of prestressing steel bars.
Loading diagram...
Ask AI about any clause, requirement, or provision in IS 2090. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required