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STEEL PIPE · FITTING · WELDING TECHNICAL STUDY

Failure Analysis of Elbow Rupture in Prehydrotreating Unit Piping

Literature Overview

The study by Li Hua and colleagues, published in Physical Testing and Chemical Analysis in 2021, presents a comprehensive failure investigation of a pipeline elbow rupture in the prehydrotreating unit of a catalytic reforming facility. The research, funded by the Guangzhou Municipal Market Supervision and Administration Bureau, employs a multi-methodological approach combining macroscopic examination, wall thickness measurement, chemical composition analysis, mechanical property testing, metallographic examination, fractographic analysis, and X-ray diffraction (XRD) to establish the root cause of the failure. The investigation was conducted by the Guangzhou Special Pressure Equipment Inspection and Research Institute, a recognized authority in pressure equipment failure analysis.

Failure Background and Operating Conditions

The prehydrotreating unit is a critical section of catalytic reforming operations where hydrocarbon feedstocks are treated with hydrogen to remove impurities such as sulfur, nitrogen, and metals before the reforming reactor. The operating environment is characterized by:

Parameter Condition
Operating temperature 300-380 °C
Operating pressure 2.5-4.0 MPa
Fluid composition Hydrocarbons, H2, H2S, NH3, HCl, H2O
Corrosive species HCl, H2S, NH3 in aqueous phase
Corrosion mechanism Acidic aqueous corrosion with erosion
Elbow location Process piping, 90° bend

The rupture occurred at the outer arc of the elbow, which is the region subjected to the highest centrifugal forces during fluid flow and consequently experiences the most severe erosion-corrosion interaction.

Methodology and Technical Findings

Macroscopic Examination and Wall Thickness Measurement

The macroscopic examination revealed a localized rupture at the outer arc of the elbow. Wall thickness measurements around the circumference of the elbow showed significant non-uniform thinning:

Position Original Thickness Measured Thickness Thinning Percentage
Outer arc (failure zone) 8.0 mm 2.1 mm 73.75%
Outer arc (adjacent) 8.0 mm 3.5 mm 56.25%
Inner arc 8.0 mm 7.8 mm 2.5%
Straight section 8.0 mm 7.9 mm 1.25%

The severe and localized thinning pattern is characteristic of erosion-corrosion rather than uniform chemical corrosion. The outer arc of a 90° elbow experiences the highest fluid velocity and the greatest centrifugal force acting on the fluid, which drives the fluid against the outer wall and accelerates the removal of protective corrosion products.

Chemical Composition and Microstructural Analysis

The chemical composition analysis confirmed that the base material met the specified requirements for the grade of carbon steel used in the piping system. The mechanical property tests revealed that the tensile strength and yield strength of the remaining material at the failure zone were within acceptable limits, indicating that the rupture was not due to material degradation or overheating.

Metallographic examination of the cross-section at the failure zone revealed:

Fractographic Analysis

Scanning electron microscopy (SEM) examination of the fracture surface revealed:

XRD Analysis of Corrosion Products

X-ray diffraction analysis identified the following corrosion products:

Phase Crystal Structure Role in Corrosion
Fe3O4 (magnetite) Cubic Primary corrosion product
FeS (iron monosulfide) Cubic From H2S reaction
FeCl2 (iron chloride) Tetragonal From HCl reaction
FeOOH (goethite) Orthorhombic From oxidation

Root Cause Determination

The investigation concluded that the elbow failure resulted from a synergistic erosion-corrosion mechanism:

  1. Primary corrosion: The acidic aqueous environment (HCl + H2S + NH3 + H2O) caused continuous electrochemical corrosion of the carbon steel surface.
  2. Erosion mechanism: The high-velocity fluid flow at the outer arc of the elbow mechanically removed the protective corrosion product layer before it could mature into a stable, protective film.
  3. Synergistic interaction: The removal of corrosion products exposed fresh metal to the corrosive environment, accelerating the corrosion rate. The corrosion products that remained were loose and non-adherent, providing no protection against further attack.
  4. Wall thinning: The combined effect of corrosion and erosion caused severe wall thinning at the outer arc, reducing the effective wall thickness to approximately 2.1 mm from the original 8.0 mm.
  5. Final rupture: When the remaining wall thickness could no longer sustain the internal pressure, a localized rupture occurred at the thinnest point.

Engineering Implications and Preventive Measures

This failure case has significant implications for the design and operation of prehydrotreating unit piping systems:

Design Considerations

Operational Measures

Inspection Strategy

A recommended inspection strategy for prehydrotreating unit elbows includes:

Inspection Method Frequency Coverage
UT wall thickness mapping Every 6 months 100% of elbows
Internal inspection (borescope) Every 12 months Sampled elbows
Radiographic testing At repair intervals Repaired areas
Corrosion coupon monitoring Every 3 months Representative locations

Study Insights and Implications

This failure analysis provides a textbook example of how environmental factors, flow dynamics, and material behavior interact to produce unexpected and severe damage in pressure piping systems. The key lesson is that the design of process piping elbows must not be treated as a simple pressure vessel calculation; the dynamic interaction between fluid flow and material corrosion must be explicitly considered in the design phase. The synergistic erosion-corrosion mechanism identified in this study is particularly insidious because it produces localized damage that may not be detected by routine inspection unless specific attention is paid to the outer arc of elbows in aggressive service. Engineers designing piping for prehydrotreating and similar services should adopt a risk-based approach that incorporates material selection, geometric optimization, operational controls, and systematic inspection to manage the inherent corrosion-erosion risks.