Burst Pressure Calculator — Barlow’s Formula for Pipes and Tubes

Burst Pressure Calculator — Barlow’s Formula | WeldFabWorld

Burst Pressure Calculator — Barlow's Formula for Pipes and Tubes

The burst pressure of a pipe determines the internal pressure at which the pipe wall stress reaches the material's yield or ultimate strength — a fundamental calculation in pressure piping design, pipeline engineering, and pressure vessel fabrication. Barlow's Formula provides a simple, code-recognised method for calculating the theoretical burst pressure and the maximum allowable working pressure (MAWP) of any cylindrical pipe or tube, given the outside diameter, wall thickness, and material strength. Whether you are sizing new piping under ASME B31.3, verifying an existing pipeline under API 5L, or preparing for an inspection or engineering review, this calculator and guide gives you everything you need.

Burst Pressure Calculator — Barlow's Formula

Pressure (MPa)
MPa
Pressure (psi)
psi
MAWP (MPa)
MPa (P ÷ SF)
Note: This calculator uses Barlow's Formula for thin-walled cylinders. For D/t < 10 (thick-wall pipe), use Lamé's equation. Results are for design guidance only; always verify against the applicable piping code.

What Is Barlow's Formula?

Barlow's Formula is a fundamental equation in pressure piping engineering that relates the internal pressure a pipe can sustain to the material's tensile strength, the pipe's outside diameter, and its wall thickness. Named after the 19th-century English mathematician Peter Barlow, the formula is derived from the theory of hoop (circumferential) stress in thin-walled pressure vessels and has been adopted by ASME, API, and virtually every major piping code as the basis for pipe pressure rating calculations.

The formula exists in two principal forms depending on the diameter basis used:

Barlow's Formula (Outside Diameter basis — most common):
P = (2 × S × t) / OD

Barlow's Formula (Inside Diameter basis — less common):
P = (2 × S × t) / ID

Where:
P = Internal pressure (MPa or psi)
S = Material tensile strength (SMYS for yield pressure, UTS for burst pressure) [MPa or psi]
t = Pipe wall thickness (mm or inches)
OD = Outside diameter of the pipe (mm or inches)
ID = Inside diameter of the pipe (mm or inches)

In practice, the outside diameter (OD) basis is universally preferred because OD is the controlled dimension in pipe manufacturing. The outside diameter of a pipe does not change with schedule; only the wall thickness varies. This makes the OD-based Barlow's Formula the natural choice for all practical pipe pressure calculations.

Code Reference Barlow's Formula is the basis of pressure calculations under ASME B31.3 (Process Piping) Clause 304.1, ASME B31.8 (Gas Transmission) Section 841, and API 5L Annex G. The formula is directly embedded in the thickness design equations of ASME Section I (Power Boilers) and ASME Section VIII Division 1 (Pressure Vessels), though those codes introduce additional factors not present in the basic formula.
Pipe Cross-Section — Hoop Stress and Dimensions P (internal) OD / 2 = 140 units t = wall thickness Hoop Stress (S_h) ID / 2 = 102 units Barlow's Formula P = 2×S×t / OD S = SMYS or UTS t = wall thickness
Figure 1: Pipe cross-section illustrating outside diameter (OD), inside diameter (ID), wall thickness (t), internal pressure (P), and the resulting hoop (circumferential) stress that Barlow's Formula quantifies.

Deriving Barlow's Formula from First Principles

Understanding the derivation of Barlow's Formula gives engineers a physical picture of why it works and where its limitations lie. The derivation begins with a free-body diagram of a half-section of pipe under uniform internal pressure.

Free Body Diagram Approach

Consider a unit length (L = 1) of pipe with inside radius r under internal gauge pressure P. The bursting force trying to split the pipe along a longitudinal plane is:

Step 1 — Bursting force on one half of a unit-length pipe section:
F_burst = P × ID × L = P × ID × 1 = P × ID

Step 2 — Resisting force in the two cut walls (each of area t × L):
F_resist = 2 × S × t × L = 2 × S × t

Step 3 — Equilibrium (F_burst = F_resist):
P × ID = 2 × S × t
P = (2 × S × t) / ID

Step 4 — Convert to OD basis (ID = OD − 2t), approximation for thin walls:
P ≈ (2 × S × t) / OD

This approximation is valid when t/OD < 0.1 (i.e. D/t > 10).
For thick walls (D/t < 10), use Lamé's thick-wall cylinder equations.
Engineering Note: When to Use OD vs ID Basis Most pipe data sheets and purchase orders specify the outside diameter. When using the OD-based formula, the result is a conservative (lower) pressure than the ID-based result — a desirable safety margin. ASME B31.3 uses a modified form that introduces a “y” correction factor for thick-walled pipes to partially account for the ID/OD difference.

ASME B31.3 Modified Barlow's Formula

ASME B31.3 Clause 304.1.2 presents the wall thickness design equation, which can be rearranged to give the allowable internal pressure for an existing pipe:

ASME B31.3 Allowable Pressure (rearranged from Clause 304.1.2):
P = (2 × S_E × t) / (D − 2 × y × t)

Where:
S_E = Allowable stress × joint efficiency (MPa or psi)
D = Outside diameter (mm or in)
t = Nominal wall thickness minus mill tolerance and corrosion allowance (mm or in)
y = Coefficient from ASME B31.3 Table 304.1.1 (typically 0.4 for ferritic steels at ≤480°C)

For y = 0 (basic Barlow approximation):
P = (2 × S_E × t) / D
This recovers the standard Barlow's Formula with S replaced by S_E.

Burst Pressure, Yield Pressure, and MAWP Explained

Three distinct pressure levels emerge from Barlow's Formula depending on which material strength value is used. Understanding the difference is critical for safe piping system design.

Pressure Level Strength Used in Formula Meaning Typical Use
Yield Pressure (P_y) SMYS (Specified Minimum Yield Strength) Pressure at which pipe wall first yields permanently Hydrostatic test basis; design limit for pipelines
Burst Pressure (P_b) UTS (Ultimate Tensile Strength) Theoretical pressure causing catastrophic wall rupture Safety factor denominator; hose and tube ratings
MAWP / Design Pressure Code allowable stress (S_E) Maximum pressure permitted in service with safety factors applied Operating pressure limit on P&IDs, data sheets
Hydrostatic Test Pressure 1.5 × MAWP (typical, ASME B31.3) Proof-test pressure applied at ambient temperature to verify integrity Pre-commissioning testing; regulatory compliance
Safety Factor Warning Never confuse burst pressure with MAWP. A 4-inch Sch 40 carbon steel pipe (ASTM A106 Gr B) may have a theoretical burst pressure exceeding 70 MPa (10,000 psi), but its MAWP under ASME B31.3 at ambient temperature is typically around 10–14 MPa depending on joint type and temperature derating. Operating at burst pressure would result in catastrophic failure.

Worked Example — Step-by-Step Calculation

The following example shows a complete Barlow's Formula calculation for a typical process piping scenario, demonstrating how to derive burst pressure, yield pressure, and MAWP.

Example Scenario Pipe: 6-inch NPS, Schedule 80 (OD = 168.3 mm, t = 10.97 mm)
Material: ASTM A106 Grade B seamless carbon steel
SMYS = 241 MPa, UTS = 414 MPa
Allowable stress at 38°C (100°F) per ASME B31.3 = 137.9 MPa
Joint factor E = 1.00 (seamless), Safety factor = 4.0 (burst/MAWP ratio check)
Given Data:
OD = 168.3 mm
t = 10.97 mm (Sch 80 nominal wall)
SMYS = 241 MPa | UTS = 414 MPa
Allowable stress S_A = 137.9 MPa
E = 1.00 (seamless) | SF = 4.0

Step 1 — Yield Pressure (using SMYS):
P_yield = (2 × 241 × 10.97) / 168.3
P_yield = 5,287.54 / 168.3
P_yield = 31.4 MPa (4,556 psi)

Step 2 — Burst Pressure (using UTS):
P_burst = (2 × 414 × 10.97) / 168.3
P_burst = 9,083.16 / 168.3
P_burst = 54.0 MPa (7,831 psi)

Step 3 — MAWP (using code allowable stress S_A × E):
MAWP = (2 × 137.9 × 1.00 × 10.97) / 168.3
MAWP = 3,025.63 / 168.3
MAWP = 17.98 MPa (2,608 psi)

Step 4 — Safety Factor Check (Burst / MAWP):
Actual SF = 54.0 / 17.98 = 3.00
Note: The ratio of UTS to allowable stress for A106 Gr B at 38°C is 414/137.9 ≈ 3.0
ASME codes target a minimum of 3:1 burst-to-MAWP ratio for process piping.

Step 5 — Hydrostatic Test Pressure (ASME B31.3, Clause 345.4.2):
P_test = 1.5 × MAWP = 1.5 × 17.98
P_test = 26.97 MPa (3,911 psi)
Pressure Levels — 6" Sch 80 ASTM A106 Gr B Pipe (Barlow's Formula) Pressure (MPa) 0 10 20 30 40 50 60 MAWP 18.0 MPa Code Allowable Hydro Test 27.0 MPa 1.5 × MAWP Yield Press. 31.4 MPa Using SMYS Burst Press. 54.0 MPa Using UTS SF = 54.0 / 18.0 = 3.0
Figure 2: Comparative pressure levels for a 6-inch Schedule 80 ASTM A106 Grade B seamless pipe calculated using Barlow's Formula. The burst pressure is 3.0× the MAWP, consistent with ASME B31.3 design intent.

Common Pipe Material Strength Values for Barlow's Formula

The accuracy of a Barlow's Formula calculation depends entirely on using the correct material strength value. The following table lists SMYS and UTS values for commonly used pipe materials under relevant material standards. For design calculations, always use the temperature-derated allowable stress from the appropriate ASME code table rather than room-temperature SMYS.

Material Standard Grade SMYS (MPa) UTS (MPa) Typical Application
Carbon Steel ASTM A106 Grade A 207 331 Low-pressure steam, water
Carbon Steel ASTM A106 Grade B Most Common 241 414 General process, steam, hydrocarbons
Carbon Steel ASTM A106 Grade C 276 483 High-pressure process
Carbon Steel (Pipeline) API 5L Gr B / X42 241–290 414–414 Onshore oil and gas transmission
Carbon Steel (Pipeline) API 5L X52 / X65 High Strength 359–448 455–530 High-pressure transmission pipelines
Low-Alloy Steel ASTM A335 P11 (Cr-Mo) 205 415 High-temp service up to 593°C
Low-Alloy Steel (P91) ASTM A335 P91 (9Cr-1Mo-V) 415 585 Power plant, HRSG, high-temp steam
Stainless Steel ASTM A312 TP304 / 316L Austenitic 205–170 515–485 Corrosive service, food, pharma
Duplex Stainless ASTM A790 UNS S31803 (2205) 448 620 Offshore, sour service, chloride environments
Nickel Alloy ASTM B622 Hastelloy C-276 283 690 Highly corrosive chemical service
Temperature Derating is Mandatory The SMYS values listed above are at room temperature (20°C). At elevated temperatures, allowable stress decreases significantly. For example, ASTM A106 Gr B has an allowable stress of 137.9 MPa at 38°C but only 89.6 MPa at 400°C under ASME B31.3. Always use the temperature-derated value from ASME B31.3 Appendix A or B31.1 Table A-1 for hot service calculations. Refer to our P91 steel welding and material guide for elevated-temperature piping considerations.

Burst Pressure by Pipe Schedule — Reference Table

The table below gives calculated burst pressures (using SMYS = 241 MPa for ASTM A106 Gr B) for common nominal pipe sizes (NPS) and schedules. These values are theoretical; always apply the appropriate design factor and joint efficiency for MAWP calculations. Use our pipe weight calculator to determine the weight impact of different wall thicknesses.

NPS (in) OD (mm) Sch 40 t (mm) Sch 40 Yield P (MPa) Sch 80 t (mm) Sch 80 Yield P (MPa) Sch 160 t (mm) Sch 160 Yield P (MPa)
2" 60.3 3.91 31.3 5.54 44.3 8.74 69.8
3" 88.9 5.49 29.8 7.62 41.3 11.13 60.4
4" 114.3 6.02 25.4 8.56 36.1 13.49 56.9
6" 168.3 7.11 20.4 10.97 31.4 18.26 52.3
8" 219.1 8.18 18.0 12.70 27.9 23.01 50.6
10" 273.1 9.27 16.4 15.09 26.6 28.58 50.4
12" 323.9 9.53 14.2 17.48 26.0 33.32 49.6

All values based on SMYS = 241 MPa (ASTM A106 Gr B) using Barlow's Formula (OD basis). Apply appropriate safety factors for operating pressure limits.

Design Factors and Safety Factors by Piping Code

The MAWP derived from Barlow's Formula must be reduced by a design factor that reflects operating uncertainties, cyclic loading, and the consequences of failure. Different codes specify different design factors based on service criticality, fluid hazard level, and population proximity.

Piping Code Fluid Service Design Factor / Allowable Stress Notes
ASME B31.3 Normal process fluid S_A = SMYS / 3 (at low temp) Factor applied via allowable stress tables, not explicitly as DF
ASME B31.3 Category D (low-risk) Lower Req. S_A = SMYS / 3 with reduced testing Non-flammable, non-toxic, ≤1.035 MPa, ≥−29°C
ASME B31.1 Power plant steam/water S_A = SMYS / 4 (traditional) Historical factor; current tables may yield >SMYS/4
ASME B31.8 Gas transmission (Class 1, Div 2) DF = 0.72 × SMYS DF = 0.72 for rural, 0.60 suburban, 0.50 Class 3, 0.40 Class 4
API 570 In-service pipeline inspection Uses Barlow directly for retirement thickness Minimum remaining thickness = P×D / (2×S_E)
ASME Section VIII Pressure vessel nozzle necks S_A = SMYS / 3.5 (Div 1, historical 4:1) Per 2019 edition, general primary membrane stress = S
PED (EU) European pressure equipment DF = σ_y / 1.5 at temperature EN 13480 for industrial piping; factors similar to B31.3

Joint Efficiency (E) and Its Effect on Pressure Rating

When pipe is manufactured with a longitudinal weld seam — as in ERW, LSAW (longitudinally submerged arc welded), or DSAW (double-submerged arc welded) pipe — the weld seam represents a zone of reduced toughness and potential discontinuity compared to the parent metal. The joint efficiency factor (E) accounts for this reduction in the MAWP calculation.

For seamless pipe, E = 1.00. For submerged arc welded (SAW) line pipe, E is typically 0.80–0.85. When sizing welded pipe, the effective allowable stress becomes:

MAWP with Joint Efficiency:
MAWP = (2 × S_A × E × t) / OD

Example — ERW vs Seamless (6" Sch 80, A106 Gr B, S_A = 137.9 MPa):

Seamless (E = 1.00):
MAWP = (2 × 137.9 × 1.00 × 10.97) / 168.3 = 17.98 MPa

ERW (E = 0.85):
MAWP = (2 × 137.9 × 0.85 × 10.97) / 168.3 = 15.28 MPa

Pressure capacity reduction for ERW vs seamless: ~15%
Joint Factor Reference — ASME B31.3 Table A-1B Seamless: E = 1.00 • ERW (as-welded): E = 0.85 • DSAW: E = 0.80 • Furnace butt welded: E = 0.60 • Electric fusion welded (EFW) with NDE: E = 0.90 • Fully radiographed seam: E = 1.00 (weld upgraded by examination). For critical high-pressure services, specifying 100% seam examination allows ERW pipe to be credited at E = 1.00.

Practical Applications of Barlow's Formula in Industry

1. New Piping System Design

During pipe spool fabrication and system design, Barlow's Formula is used in reverse to determine the minimum required wall thickness for a given design pressure and material. The calculated minimum thickness is then increased by corrosion allowance and mill tolerance before selecting the nearest standard schedule. Our pipe weight calculator can help you evaluate the weight implications of different schedules.

2. In-Service Fitness-for-Service Assessment

When corrosion or erosion reduces the wall thickness of an in-service pipe, Barlow's Formula is used under API 570 and API 579 to calculate the remaining pressure capacity of the thinned pipe. If the calculated MAWP drops below the system design pressure, the pipe must be repaired or the operating pressure reduced.

3. Hydrostatic and Pneumatic Test Pressure Setting

Test pressures under ASME B31.3 (1.5 × MAWP) and ASME B31.8 (1.25 × MOP) are derived from Barlow's-based MAWP values. Setting the test pressure requires knowing the yield pressure to ensure that the pipe does not plastically deform during testing — the test pressure must remain below the yield pressure at the test temperature. This is particularly important when the test fluid is water at ambient temperature but the pipe will operate at elevated temperature with derated material properties.

4. Pipeline Burst Disc and Relief Device Sizing

Burst discs and pressure relief valves are set to protect piping below the MAWP. The burst pressure of the weakest component in a piping system (often a fitting, branch connection, or vessel nozzle rather than the straight pipe) determines the maximum relief device set pressure. Barlow's Formula applied to each component identifies the weakest link. See our weld consumable calculator for joint design considerations.

5. Sour Service and Lethal Service Pressure Rating

For H2S sour service piping under NACE MR0175 / ISO 15156, material strength must be capped to control hardness and prevent hydrogen-induced cracking (HIC). SMYS values used in Barlow's Formula are limited (e.g., carbon steel SMYS limited to 358 MPa effective) to ensure compliance with hardness limits. This directly reduces the theoretical MAWP compared to non-sour service.

Recommended References for Piping Pressure Design

Process Piping: ASME B31.3 Code
The official ASME B31.3 code book covering design, materials, fabrication, inspection, and testing of process piping systems — essential for any piping engineer.
View on Amazon
Piping Calculations Manual — Menon
A practical reference covering pipe pressure calculations, flow analysis, stress calculations, and code compliance for oil, gas, water, and steam systems.
View on Amazon
Pipe Stress Engineering — Peng & Peng
Authoritative text on pipe stress analysis methods, covering pressure containment, thermal expansion, flexibility, and code stress calculations under B31.1 and B31.3.
View on Amazon
Pipeline Engineering for the Practitioner
Covers API 5L pipe specifications, Barlow's formula applications, pipeline design factors, class locations, and hydrostatic testing requirements under ASME B31.8.
View on Amazon
Disclosure: WeldFabWorld participates in the Amazon Associates programme (StoreID: neha0fe8-21). If you purchase through these links, we may earn a small commission at no extra cost to you. This helps support free technical content on this site.

Limitations of Barlow's Formula — When to Use Lamé's Equation

Barlow's Formula assumes a thin-walled cylinder where the stress is uniform across the wall thickness. This assumption holds reasonably well when the diameter-to-thickness ratio (D/t or Do/t) is greater than 10. When D/t falls below 10 — as is common in very high-pressure hydraulic tubing, reactor pressure vessel nozzles, or very thick-wall line pipe — the stress distribution across the wall becomes non-uniform and the thin-wall assumption introduces significant unconservative error.

For thick-walled cylinders (D/t < 10), Lamé's thick-wall equation should be used:

Lamé's Equation — Internal Pressure for a Closed-End Cylinder:
P = S × [(r_o² − r_i²) / (r_o² + r_i²)]

Or equivalently in terms of OD and ID:
P = S × [(OD² − ID²) / (OD² + ID²)]

Comparison (D/t = 5, t = OD/5 = heavy wall):
Barlow overestimates allowable pressure by up to 30% vs Lamé at D/t = 5.
At D/t = 10, error is approximately 5–8% (borderline acceptable).
At D/t > 20, Barlow and Lamé agree to within 2%.
ASME Section VIII Division 1 Requirement ASME Section VIII Division 1 Paragraph UG-27 requires the use of the thick-wall cylinder formula when the required wall thickness exceeds half the inside radius (i.e. when t > 0.5r_i or P > 0.385 S_E). For such cases, the code provides its own thick-wall design equation which differs slightly from classical Lamé due to the inclusion of joint efficiency.

Frequently Asked Questions

What is Barlow's Formula used for?
Barlow's Formula calculates the internal pressure a pipe or tube can withstand before yielding or bursting. It relates the hoop (circumferential) stress in the pipe wall to the internal pressure, outside diameter, and wall thickness. Engineers use it to size piping, verify pressure ratings, and set safe operating limits under ASME, API, and other codes. It is the foundational equation behind the pressure design clauses in ASME B31.3, B31.8, and API 570.
What is the difference between burst pressure and MAWP?
Burst pressure is the theoretical internal pressure at which the pipe wall stress reaches the material's ultimate tensile strength (UTS), causing catastrophic failure. MAWP (Maximum Allowable Working Pressure) is a much lower value derived by dividing the allowable stress by the appropriate design factor — typically yielding a burst-to-MAWP ratio of around 3:1 to 4:1 for process piping under ASME B31.3 — to ensure safe, long-term operation under design conditions.
What is SMYS and why does it matter in Barlow's Formula?
SMYS stands for Specified Minimum Yield Strength — the minimum stress at which the material permanently deforms, as specified by the material standard (e.g., API 5L, ASTM A106). In Barlow's Formula, using SMYS gives the yield pressure — the pressure at which the pipe wall first yields. Design codes then multiply SMYS by a design factor (e.g., 0.72 for gas pipelines under ASME B31.8) to obtain the allowable operating pressure. Using UTS instead of SMYS gives the theoretical burst pressure.
How does wall thickness affect burst pressure?
Wall thickness is directly proportional to burst pressure in Barlow's Formula. Doubling the wall thickness doubles the theoretical burst pressure and yield pressure, assuming all other variables remain constant. This is why heavy-wall pipe schedules (Sch 80, Sch 160, XXS) are specified for high-pressure services such as high-pressure steam, hydraulic systems, and sour gas applications. You can verify the relationship using our pipe weight calculator to see how schedule changes affect overall system weight.
Which design factor applies to gas transmission pipelines?
Under ASME B31.8 (Gas Transmission and Distribution Piping Systems), the design factor ranges from 0.40 to 0.72 depending on the location class (population density) of the pipeline. Class 1, Division 2 areas allow a design factor of 0.72, while Class 4 areas (densely populated urban corridors) require a factor of 0.40. The allowable operating pressure equals SMYS multiplied by the design factor, wall thickness, and a seam joint factor, all divided by the outside diameter.
Can Barlow's Formula be used for non-circular cross-sections?
No. Barlow's Formula specifically applies to thin-walled cylindrical pipes and tubes under uniform internal pressure. For non-circular cross-sections (rectangular ducting, oval tubes), or for very thick-walled cylinders where the D/t ratio is less than 10, Lamé's thick-wall cylinder equations provide more accurate results. For ellipsoidal, toroidal, or other complex geometries, finite element analysis (FEA) is typically required, as is the case for hemispherical dish ends in pressure vessel design.
Does temperature affect burst pressure calculated by Barlow's Formula?
Yes, significantly. Both SMYS and UTS decrease at elevated temperatures. ASME codes publish allowable stress values at various temperatures in their materials tables. When using Barlow's Formula at elevated temperatures, substitute the temperature-derated allowable stress for the room-temperature SMYS or UTS. For example, ASTM A106 Gr B has a room-temperature allowable stress of 137.9 MPa under ASME B31.3, which drops to about 89.6 MPa at 400°C. See our P91 welding guide for an example of temperature effects on high-alloy piping.
What is the joint efficiency factor (E) in pipe pressure calculations?
The joint efficiency factor (E) reflects the reduced strength of a longitudinal weld seam compared to seamless pipe. It is specified by ASME B31.3 Table A-1B and ranges from 0.60 for furnace butt-welded pipe to 1.00 for seamless pipe, with ERW pipe rated at 0.85. When calculating allowable pressure for welded pipe, the allowable stress is multiplied by E, reducing the MAWP compared to seamless pipe of the same dimensions. For critical high-pressure service, specifying full radiographic examination of the seam allows the joint efficiency to be upgraded to 1.00. Refer to our guide on submerged arc welding for details on SAW seam quality.

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