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high tensile steel bars used in prestressed concrete

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.

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1983Edition
Concrete Reinforcement SteelCategory
Alternative search terms: IS 2090 PDF, IS 2090 pdf free download, IS 2090 free download pdf, IS2090 PDF, IS-2090 PDF, IS 2090 1983 PDF, IS 2090:1983 PDF, IS 2090-1983 PDF, IS 2090 (1983) PDF, IS 2090 1983 edition PDF, IS 2090 edition 1983 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Structural Engineers
  • Civil Engineers
  • Construction Material Suppliers
  • Quality Control Inspectors
  • Steel Manufacturers
  • Prestressed Concrete Designers
  • Testing Laboratory Technicians

Key Topics Covered

Scope and definitions of high tensile steel bars
Chemical composition requirements
Mechanical properties including tensile strength and proof stress
Manufacturing process and quality control
Dimensional tolerances and nominal sizes
Testing methods for tensile strength and elongation
Relaxation characteristics of steel bars
Inspection and certification procedures
Lot grouping and sampling for testing
Delivery and marking requirements
Surface condition and cleanliness
Compliance and certification marks

Table of Contents

1Scope

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):

    • Young's modulus requirement deleted.
    • SI units adopted.
    • Updated references to Indian Standards.

Summary Table for Physical Requirement Check

ParameterCondition
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.

2Definitions

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):

    • Young's modulus requirement removed.
    • S.I. units adopted for physical properties.
    • Updated references to other Indian Standards.
  • 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.


Summary Table: Physical Test Compliance Check

ParameterCondition
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.

3Manufacture and Chemical Composition

IS 2090: Manufacture and Chemical Composition - Key Points

Manufacture (Clause 3.2)

  • Finished bars must be cleanly hot rolled to specified dimensions.
  • Bars shall be sound, free from splits, harmful surface flaws, jagged edges, or defects.
  • No excessive rust or foreign matter that can impair concrete adhesion.
  • Agreement between purchaser and manufacturer can modify these requirements.

Chemical Composition (Clauses 3.1.1, 8.2.2, 8.3.3)

  • Chemical analysis is mandatory on samples from bars in each lot.
  • Limits on Phosphorus (P) and Sulphur (S) content must comply with IS 2090:1983.
  • Typical maximum limits (approximate, check latest IS 2090 for exact values):
    • Phosphorus (P): ≤ 0.045%
    • Sulphur (S): ≤ 0.050%
  • Methods for chemical analysis conform to relevant IS standards (second revision), ensuring accuracy.

Tensile Strength (Clause 2.6)

[ \text{Tensile Strength} = \frac{\text{Maximum Load}}{\text{Original Cross-sectional Area}} ]


Summary Table: Chemical Limits for IS 2090 Bars

ElementMaximum % by Weight
Phosphorus0.045
Sulphur0.050

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.

4Mechanical Properties

IS 2090: Mechanical Properties of Steel Bars

Key Specifications (Clause 8.1 & 6.1)

  • 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.

Statistical Acceptance Criteria (Clause 8.3.4)

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.


Typical Table 1 Format (Example)

PropertyMinimum ValueUnit
Tensile Strengthe.g., 410 MPaMegapascal
Proof Stresse.g., 250 MPaMegapascal
Elongatione.g., 14%Percentage

(Refer to IS 2090 Table 1 for exact values per grade)


Summary

  • Tensile strength ≥ 80% of specified minimum.
  • Proof stress and elongation per Table 1.
  • Statistical check: Mean ± 0.6 × Range within limits.
  • Young's modulus requirement removed in latest revision.
  • S.I. units adopted throughout.
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.

5Dimensions and Tolerances

IS 2090: Dimensions and Tolerances Summary

1. Nominal Size Tolerances (Clause 5.1)

Bar Diameter (mm)Tolerance (± mm)
Up to 25± 0.5
Above 25± 0.6
  • Other tolerances can be mutually agreed (Clause 5.3).

2. Physical Requirements (Clause 8.3.4)

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:

  • Mean = average of test results
  • Range = difference between max and min test results

3. Additional Notes

  • Young's modulus requirement removed.
  • SI units are used throughout.
  • Proof stress and relaxation tests have updated provisions.

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.

6Tensile Strength, Proof Stress and Elongation

IS 2090: Tensile Strength, Proof Stress & Elongation

Key Definitions (Clause 2.6)

  • 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.

Testing Method (Clause 7.2.2)

  • Conduct tests per IS 1608:1972 for tensile strength, proof stress, and elongation.
  • For cold-worked specimens, proof stress tests may be delayed beyond 48 hours.

Table 1 (Typical Values) - As per IS 2090 (Example)

PropertyMinimum Value
Tensile Strength350 - 700 MPa (varies)
Proof Stress250 - 600 MPa (varies)
Elongation10% - 30%

(Exact values depend on grade and manufacturing process; refer to Table 1 in IS 2090 for specifics.)


Summary:

  • Use IS 1608 for test procedure.
  • Calculate tensile strength using max load/original area.
  • Proof stress is yield strength at specified offset.
  • Elongation is % increase in length after fracture.
  • Values vary by grade; check Table 1 in IS 2090.
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]
7Sampling and Testing Procedures

IS 2090: Sampling and Testing Procedures - Key Points

1. Sampling Size (Clause 8.1.2, Table 2)

Lot Size (bars)Sample Size (bars)Sub-Sample Size (bars)
Up to 5052
51 to 100102
101 to 200152
201 to 300203
301 to 500303
501 and above405
  • Sample size: Number of bars selected randomly from the lot.
  • Sub-sample size: Number of bars taken from the sample for detailed testing.

2. Criteria for Conformity (Clause 8.3.2, Table 8.3)

Sample SizePermissible Number of Failures
50
101
151
202
303
403
  • Maximum allowable bars failing tests without rejecting the lot.

3. Test Specimen Selection (Clause 7.1)

  • Test specimens are selected from sub-samples as per the above sizes.

4. Constant Strain Relaxation Test (Clause 7.3)

  • Initial stress: 70% of specified minimum tensile strength.
  • Temperature: 20 ± 2°C.
  • Load applied within 5 minutes, held constant for 1 minute.
  • Relaxation readings start after 6 minutes.
  • Number of specimens tested as agreed with purchaser.

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

8Relaxation Test

IS 2090: Relaxation Test Key Points

1. Test Procedure (Clause 7.3)

  • Initial stress = 70% of specified minimum tensile strength.
  • Load applied within 5 minutes, held constant for 1 minute.
  • Load readings start from the end of 6th minute.
  • Temperature maintained at 20 ± 2℃.
  • No load adjustments after initial application.
  • Number of specimens as agreed with purchaser.

2. Relaxation Limit (Clause 6.2)

  • Stress relaxation after 1000 hours must not exceed 49 N/mm².

3. Summary Table

ParameterValue
Initial Stress70% of specified minimum tensile strength
Temperature20 ± 2 ℃
Load Application Time≤ 5 minutes
Load Hold Time1 minute
Relaxation Reading StartAfter 6 minutes
Max Relaxation at 1000 hrs49 N/mm²

4. Important Notes

  • Test bars must not be overstressed.
  • Manufacturer must provide test records or proof of compliance.
  • Sampling as per purchaser-manufacturer agreement.
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.

9Delivery, Inspection and Testing Facilities

IS 2090: Delivery, Inspection & Testing Facilities - Key Points

  1. General Requirements (Clause 9.1):

    • Inspection, testing, and supply of materials must conform to IS 1387-1967.
    • Manufacturer must provide mill records with bar details (size, marks, cast number) before specimen selection (Clause 7.1.2).
  2. Proof Stress (Clause 8.3.5):

    • All test specimens must meet characteristic proof stress requirements.
  3. Identification & Marking (Clause 10.1.1):

    • Each bar or bundle must be marked with size, grade, and optionally the Standard Mark.
    • The Standard Mark ensures compliance with BIS quality control and continuous surveillance.
  4. Inspection & Testing Facilities:

    • Facilities should enable:
      • Verification of physical and mechanical properties.
      • Sampling as per IS 1387.
      • Traceability via mill records and marking.

Summary Table: Inspection & Testing Requirements

AspectRequirement
DocumentationMill records with bar details
SamplingAccording to IS 1387
Test SpecimensMust satisfy proof stress criteria
MarkingBar/bundle marked with size, grade, and Standard Mark (optional)
Quality AssuranceBIS 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 Clause 9, 10
  • IS 1387-1967 (General testing & inspection)
  • BIS Standard Mark guidelines
10Certification and Marking

IS 2090: Certification and Marking Key Points

Certification

  • Clause 9.2: No dispatch without purchaser’s certification or ISI Mark on bundles/coils.
  • Clause 9.4: If no inspection at manufacturer’s works, a certificate with:
    • Manufacturing process details
    • Mechanical test results (each test sheet with identification mark)
    • Chemical composition (if required)

Marking

  • Clause 10.1.1: Each bar or metal tag on bundles must carry the Standard Mark (ISI Mark).
  • The Standard Mark ensures compliance with BIS inspection, testing, and quality control.
  • Use of the Standard Mark is governed by the Bureau of Indian Standards Act, 1936.

Physical Test Results (Clause 8.3.4)

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} ]


Summary Table

AspectRequirement
CertificationPurchaser’s approval or ISI mark mandatory
Manufacturer's CertificateProcess + mechanical tests + chemical composition
MarkingISI Standard Mark on each bar or bundle tag
Test Result ComplianceMean ± 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.

Popular Questions About IS 2090

?What is the minimum tensile strength required for steel bars under IS 2090?

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:

  • The minimum tensile strength (Mis) shall be such that the actual tensile strength is not less than 80% of the specified minimum tensile strength.

Summary:

PropertyRequirement
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.

?What chemical composition limits are specified for high tensile steel bars?

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:

ElementMax % (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:

  • Carbon is kept low to maintain ductility and weldability.
  • Phosphorus and Sulfur are limited to reduce brittleness.
  • Manganese and Silicon improve strength and hardenability.

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).


Summary:

  • IS 2090 focuses on mechanical and physical properties.
  • Chemical composition limits generally align with prestressing steel standards.
  • Confirm exact values with manufacturer or related IS codes.
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?How are the tensile strength and proof stress tested according to this standard?

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:

  • Test Method: Follow IS 1608 procedures for tensile tests.
  • Proof Stress Testing: All specimens must meet the characteristic proof stress requirements (Clause 8.3.5).
  • Cold Working Exception: If cold working is done, proof stress tests can be delayed beyond 48 hours (Clause 7.2.2 Note).
  • Values: Required tensile strength, proof stress, and elongation values are listed in Table 1 of IS 2090 (Clause 6.1).

Summary of Testing Procedure:

PropertyTest StandardNotes
Tensile StrengthIS 1608:1972Standard tensile test method
Proof StressIS 1608:1972Must satisfy characteristic values; delay allowed after cold working
ElongationIS 1608:1972Measured as per tensile test

This ensures mechanical properties comply with IS 2090 requirements.

?What are the permissible dimensional tolerances for different bar sizes?

Permissible Dimensional Tolerances for Bars (IS 2090)

  • For bars up to and including 25 mm diameter:

    • Tolerance on nominal size = ± 0.5 mm
  • For bars above 25 mm diameter:

    • Tolerance on nominal size = ± 0.6 mm

Mass Tolerance:

  • Bars up to and including 16 mm diameter: ± 5%
  • Bars above 16 mm diameter: ± 3%

Additional Notes:

  • Nominal size refers to the diameter of the bar.
  • Bars must be cleanly rolled, free from defects like splits, harmful surface flaws, and rust that could impair concrete adhesion.
  • When ordered by mass, use density: 0.785 kg/cm² per meter length for high tensile steel.

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This ensures dimensional accuracy for effective structural performance.

?What procedures ensure the quality and certification of prestressing steel bars?

Quality and Certification Procedures for Prestressing Steel Bars as per IS 2090:

  1. Constant Strain Relaxation Test (Clause 7.3):

    • Conducted at 20 ± 2℃.
    • Initial stress: 70% of specified minimum tensile strength.
    • Load applied within 5 minutes, held constant for 1 minute.
    • Relaxation readings start after 6 minutes, no load adjustment allowed.
    • Test pieces must not be overstressed.
    • Number of specimens tested agreed upon by purchaser and manufacturer.
    • Ensures stress relaxation conforms to specified limits.
  2. Manufacturer's Certificate (Clause 9.4):

    • Required when bars are not inspected at the manufacturer's works.
    • Must include:
      • Process of manufacture.
      • Mechanical test results for each batch.
      • Chemical composition (if required).
      • Identification marks linked to test sheets.
    • Signed by the manufacturer.

These procedures ensure traceability, mechanical and chemical conformity, and reliability of prestressing steel bars.

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