The IS 2090:1983 standard defines the essential requirements for high-strength steel bars utilized in prestressed concrete structures, focusing on their quality, mechanical attributes, and chemical makeup to ensure structural safety and performance. It is intended for producers, distributors, and engineers handling the manufacturing, evaluation, and implementation of prestressing steel bars with tensile strengths not less than 980 N/mm².
Overview
The IS 2090:1983 standard defines the essential requirements for high-strength steel bars utilized in prestressed concrete structures, focusing on their quality, mechanical attributes, and chemical makeup to ensure structural safety and performance. It is intended for producers, distributors, and engineers handling the manufacturing, evaluation, and implementation of prestressing steel bars with tensile strengths not less than 980 N/mm².
Audience
Contents
Structure
IS 2090: Extent and Principal Specifications
Scope: Details the physical property requirements and evaluation criteria applicable to prestressing steel bars.
Physical Property Criteria (Clause 8.3.4):
Test outcomes must satisfy the statistical conditions below:
[
\text{Mean} + 0.6 \times \text{Range} \leq \text{Maximum Limit Specified}
]
[
\text{Mean} - 0.6 \times \text{Range} \geq \text{Minimum Limit Specified}
]
Terminology (Clause 2.0): Establishes definitions for key terms used within the standard.
Rounding Protocol (Clause 0.5): Test results are rounded following IS 2-1960, maintaining the precision consistent with the specified values.
Revision Highlights (Clause 0.3):
| Parameter | Condition |
|---|---|
| Mean + 0.6 × Range | Must be ≤ Maximum Permissible Limit |
| Mean - 0.6 × Range | Must be ≥ Minimum Permissible Limit |
This approach ensures test results fall within statistically acceptable ranges.
flowchart LR
A[Test Data] --> B{Calculate Mean & Range}
B --> C[Validate: Mean + 0.6 × Range ≤ Max Limit]
B --> D[Validate: Mean - 0.6 × Range ≥ Min Limit]
C & D --> E{Are Both Conditions Met?}
E -->|Yes| F[Material Meets Physical Criteria]
E -->|No| G[Material Fails Physical Criteria]
This statistical evaluation promotes consistent quality control as per IS 2090.
IS 2090: Definitions and Clarifications
Clause 2.0: Provides clear explanations of terminology to ensure uniform understanding throughout the standard.
Clause 8.3.4: Specifies the statistical acceptance criteria for physical properties, requiring:
[ \begin{cases} \text{Mean} + 0.6 \times \text{Range} \leq \text{Maximum Limit} \ \text{Mean} - 0.6 \times \text{Range} \geq \text{Minimum Limit} \end{cases} ]
Clause 0.3: Revision details include the elimination of Young's modulus as a requirement and the use of SI units.
Clause 0.5: Mandates rounding of test data in accordance with IS 2-1960, preserving significant figures consistent with specified values.
| Parameter | Condition |
|---|---|
| Mean + 0.6 × Range | Must not exceed Maximum Specification Limit |
| Mean - 0.6 × Range | Must not be less than Minimum Specification Limit |
flowchart TD
A[Test Results] --> B{Compute Mean & Range}
B --> C[Check: Mean + 0.6 × Range ≤ Max]
B --> D[Check: Mean - 0.6 × Range ≥ Min]
C & D --> E{Pass or Fail}
This ensures material physical properties conform reliably to IS 2090 standards.
IS 2090: Manufacturing and Chemical Specifications
[ \text{Tensile Strength} = \frac{\text{Peak Load}}{\text{Original Cross-sectional Area}} ]
| Element | Maximum Percentage by Weight |
|---|---|
| Phosphorus | 0.045 |
| Sulfur | 0.050 |
flowchart TD
A[Raw Steel Input] --> B[Hot Rolling Process]
B --> C[Finished Steel Bars]
C --> D[Visual Examination]
C --> E[Chemical Testing]
E --> F{Are P & S Within Limits?}
F -- Yes --> G[Approved for Construction Use]
F -- No --> H[Rejected or Reprocessed]
Refer to the most recent edition of IS 2090 for exact chemical composition requirements.
Minimum Tensile Strength:
The actual tensile strength must not be less than 80% of the specified minimum tensile strength.
Mechanical Parameters (Table 1):
Includes tensile strength, proof stress, and elongation as per Clause 7.2.2.
Test results for physical attributes (excluding proof stress) must meet the following:
[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Specified Maximum Limit} ] [ \text{Mean} - 0.6 \times \text{Range} \geq \text{Specified Minimum Limit} ]
This ensures reliable and consistent mechanical performance.
| 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 grade-specific values)
flowchart LR
A[Mechanical Testing] --> B[Tensile Strength]
A --> C[Proof Stress]
A --> D[Elongation]
B --> E{Check ≥ 80% Minimum Specified}
C --> F{Statistical Validation}
D --> F
F --> G[(Mean + 0.6 × Range) ≤ Max Limit]
F --> H[(Mean - 0.6 × Range) ≥ Min Limit]
This framework guarantees dependable quality of prestressing steel bars.
IS 2090: Dimensional Standards and Tolerances
| Diameter of Bar (mm) | Allowed Deviation (± mm) |
|---|---|
| Up to 25 | ± 0.5 |
| Above 25 | ± 0.6 |
For physical tests except proof stress, the following must be true:
[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Specified Limit} ]
[ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Specified Limit} ]
Where:
flowchart LR
A[Nominal Diameter] -->|Tolerance ± 0.5 mm| B[Bars ≤ 25 mm]
A -->|Tolerance ± 0.6 mm| C[Bars > 25 mm]
D[Physical Test Data] --> E{Validate Limits}
E -->|Mean + 0.6*Range ≤ Max| F[Upper Limit Passed]
E -->|Mean - 0.6*Range ≥ Min| G[Lower Limit Passed]
Ensures bars meet dimensional and physical property requirements.
IS 2090: Guidelines for Tensile, Proof Stress, and Elongation Testing
Tensile Strength (σt):
[
\sigma_t = \frac{P_{max}}{A_0}
]
Where (P_{max}) is the maximum load during tensile testing and (A_0) is the original cross-sectional area.
Proof Stress:
The stress corresponding to a predefined permanent strain (commonly at 0.2% offset), representing yield strength.
Elongation:
The percentage increase in gauge length measured after fracture.
| Property | Range of Minimum Values |
|---|---|
| Tensile Strength | 350 to 700 MPa (varies by grade) |
| Proof Stress | 250 to 600 MPa (varies by grade) |
| Elongation | 10% to 30% |
(Consult IS 2090 Table 1 for exact grade-specific data.)
flowchart LR
A[Specimen Preparation] --> B[Apply Tensile Load]
B --> C{Reached Maximum Load?}
C -- No --> B
C -- Yes --> D[Record Maximum Load]
D --> E[Compute Tensile Strength = Pmax/A0]
D --> F[Determine Proof Stress at 0.2% Offset]
D --> G[Measure Elongation After Break]
IS 2090: Sampling and Testing Guidelines
| Lot Size (number of 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 | Maximum Allowed Failures |
|---|---|
| 5 | 0 |
| 10 | 1 |
| 15 | 1 |
| 20 | 2 |
| 30 | 3 |
| 40 | 3 |
flowchart TD
A[Bar Lot] --> B[Select Sample per Table 2]
B --> C[Choose Sub-Sample]
C --> D[Prepare Test Specimens]
D --> E{Analyze Test Outcomes}
E -->|Within Failure Limits| F[Accept Lot]
E -->|Exceeds Failure Limits| G[Reject Lot]
This procedure assures statistically valid testing and quality evaluation.
IS 2090: Key Aspects of Relaxation Testing
| Parameter | Specification |
|---|---|
| Initial Stress | 70% of minimum tensile strength |
| Temperature | 20 ± 2 °C |
| Load Application Time | ≤ 5 minutes |
| Load Holding Duration | 1 minute |
| Relaxation Measurement Start | After 6 minutes |
| Max Relaxation at 1000 h | 49 N/mm² |
sequenceDiagram
participant Tester
participant Specimen
Tester->>Specimen: Apply load (70% tensile strength) within 5 minutes
Specimen-->>Tester: Maintain load for 1 minute
Note right of Specimen: Load remains constant post application
Specimen-->>Tester: Begin relaxation readings after 6 minutes
Note right of Specimen: Temperature controlled at 20 ± 2 °C
Specimen-->>Tester: Measure relaxation up to 1000 hours (limit 49 N/mm²)
This ensures compliance with IS 2090 relaxation performance criteria.
IS 2090: Guidelines for Delivery, Inspection, and Testing
General Provisions (Clause 9.1):
Proof Stress Requirements (Clause 8.3.5):
Marking and Identification (Clause 10.1.1):
Inspection and Testing Infrastructure:
| Aspect | Requirement |
|---|---|
| Documentation | Mill certificates with detailed bar information |
| Sampling | Following IS 1387 standards |
| Test Specimens | Must meet proof stress criteria |
| Marking | Size, grade, and optional BIS Standard Mark |
| Quality Assurance | BIS supervised quality control system |
flowchart LR
A[Manufacturer] --> B[Provide Mill Certificates]
B --> C[Sampling as per IS 1387]
C --> D[Testing of Specimens]
D -->|Proof Stress Compliance| E[Pass/Fail Decision]
E --> F{Pass?}
F -->|Yes| G[Mark Bars with BIS Standard Mark]
F -->|No| H[Reject Batch]
References:
IS 2090: Certification and Marking Essentials
Results for physical properties (excluding proof stress) must meet:
[ \begin{cases} \text{Mean} + 0.6 \times \text{Range} \leq \text{Maximum Limit} \ \text{Mean} - 0.6 \times \text{Range} \geq \text{Minimum Limit} \end{cases} ]
| Aspect | Requirement |
|---|---|
| Certification | Purchaser approval or ISI mark mandatory |
| Manufacturer’s Certificate | Includes manufacturing and test data |
| Marking | ISI Standard Mark on each bar or bundle tag |
| Test Compliance | Mean ± 0.6 × Range within specified limits |
flowchart TD
A[Manufacture Process] --> 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 Approval]
This ensures traceability, quality assurance, and compliance with IS 2090.
Frequently Asked
Per IS 2090:1983, the minimum tensile strength for high tensile steel bars used in prestressed concrete is specified such that the actual tensile strength must be at least 80% of the specified minimum tensile strength (Clause 8.1, Table 1). For example, if the specified minimum tensile strength is 1860 MPa, the actual tensile strength should not fall below 1488 MPa (0.8 × 1860). This ensures the bars have sufficient strength for prestressing applications, maintaining structural safety and performance. Always consult the exact project or product specifications for precise tensile strength values.
Although IS 2090 does not explicitly detail chemical composition limits within the provided clauses, typical limits for prestressing steel bars generally include:
| Element | Approximate Maximum % |
|---|---|
| Carbon (C) | 0.30 |
| Manganese (Mn) | 0.60 to 1.00 |
| Phosphorus (P) | 0.035 |
| Sulfur (S) | 0.035 |
| Silicon (Si) | 0.15 to 0.30 |
Key considerations are limiting phosphorus and sulfur to reduce brittleness, maintaining low carbon for ductility, and controlling manganese and silicon to enhance strength and hardenability. For exact chemical limits, refer to the manufacturer's certification or related standards such as IS 1786 or IS 432.
IS 2090 mandates tensile strength, proof stress, and elongation tests to follow IS 1608:1972 (Clause 7.2.2). Key points include:
This ensures mechanical properties are evaluated consistently and comply with the standard.
IS 2090 specifies the following dimensional tolerances:
Mass tolerances are:
Bars must be cleanly hot-rolled and free from defects such as splits, significant surface flaws, or rust that could impair bonding with concrete. When ordered by mass, use a density of 0.785 kg/cm² per meter length for calculations.
Quality and certification under IS 2090 are ensured through:
Constant Strain Relaxation Test (Clause 7.3): Conducted at 20 ± 2°C with an initial stress of 70% of the specified minimum tensile strength. Load is applied within 5 minutes, maintained for 1 minute, and relaxation measurements start after 6 minutes. No load adjustments are allowed post application, and the number of test specimens is agreed upon by purchaser and manufacturer.
Manufacturer's Certification (Clause 9.4): When no inspection occurs at the manufacturing site, a certificate covering manufacturing process details, mechanical test results linked to identification marks, and chemical composition data must be provided.
These protocols guarantee traceability, mechanical and chemical conformity, and reliability of prestressing steel bars.
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