Failure analysis and preventive measures of modern

2025-07-29 04:34:36

The failure of modern crane hook may cause serious accidents. The failure modes are diverse and targeted preventive measures need to be formulated through scientific analysis. The following is a systematic summary:


1. Analysis of main failure modes and causes of hooks

1.  Plastic deformation (permanent bending)

  • Causes : Overload, insufficient material yield strength (such as low-grade alloy steel), local high temperature (welding maintenance causes metallographic changes).

  • Characteristics : The opening of the hook is enlarged (it will be scrapped if it exceeds 15% of the original size) and the hook body is obviously bent.

2.  Fatigue fracture

  • reason :

    • Alternating load action (frequent lifting close to the rated load);

    • Stress concentration (the thread root and hook neck transition area are not rounded);

    • Micro crack growth (material inclusions or corrosion pits as the origin).

  • Features : The fracture has shell-like texture, mostly occurring in the high stress area on the inner side of the hook body.

3.  Brittle fracture

  • Causes : Low temperature environment (the toughness of carbon steel drops sharply below -20°C), hydrogen embrittlement (improper electroplating or pickling process), and internal defects of the material (pores, slag inclusions).

  • Features : The fracture is smooth without plastic deformation, often accompanied by sudden fracture.

4.  Wear and corrosion

  • reason :

    • The friction of the wire rope causes the hook groove to wear (especially when lifting at a single point frequently);

    • Pitting and stress corrosion cracking (Cl⁻ corrosion) in chemical/marine environments;

    • Poor lubrication increases wear.


II. Key preventive measures

1.  Prevention and control during the design phase

  • Material selection : DG20MnTiB and other low carbon alloy steels are preferred, with impact energy ≥ 27J at -40℃.

  • Structural optimization : T-section hook body (bending resistance increased by 30% compared with trapezoidal section), transition zone R angle ≥ 12mm.

  • Safety factor : According to FEM 1.001 standard, the rated load must meet ≥4 times the static load safety factor.

2.  Use process management

  • Load Control :

    • Install an electronic limiter (such as a SICK load sensor) to automatically cut off power when overloaded;

    • Non-standard operations such as oblique pulling and sudden braking are prohibited.

  • Regular testing :

    • Magnetic particle testing (MT): Check surface cracks every 6 months (focus on hook neck threads);

    • Ultrasonic Thickness Gauging (UT): monitor corrosion thinning areas (shortened to 3 months in chemical environments).

  • Scrap standards :

    • Hook deformation > 10% of original size;

    • Crack depth > 2mm or length > 10% of hook diameter.

3.  Maintenance technology

  • Anti-corrosion treatment : hot-dip galvanizing (thickness ≥ 80μm) or spray polyurethane coating (salt spray test >1000h).

  • Lubrication solution : The hook neck bearing is lubricated with lithium-based grease (NLGI grade 2), and the wire rope contact surface is coated with graphite paste.

  • Intelligent monitoring :

    • Strain gauge + wireless transmission to monitor stress distribution in real time;

    • AI algorithm analyzes vibration spectrum and predicts fatigue life.

4.  Response to special circumstances

  • Low temperature conditions : Use austenitic stainless steel (such as 06Cr19Ni10) or perform a -50℃ Charpy impact test.

  • Corrosive environment : Use duplex steel 2205 or external cathodic protection (sacrificial anode method).


3. Typical Case Analysis

  • A port crane hook fracture accident :

    • Cause of failure : fatigue crack at the root of the hook neck thread (the backing groove was not turned according to the standard) + long-term overload of 5%~10%.

    • Improvement measures : Use a fully forged one-piece hook (to eliminate thread stress concentration) + install a wireless acoustic emission monitoring system.


IV. Future Development Direction

  • Digital twin warning : Use ANSYS simulation to simulate stress cloud maps under different working conditions and predict high-risk areas.

  • Self-healing coating : Microencapsulated corrosion inhibitors are embedded in the coating and automatically released to repair after wear.

  • Blockchain traceability : records the entire life cycle data of the hook (smelting → forging → use) to ensure quality traceability.


V. Implementation Suggestions

  1. Establish "one hook, one file" : record each inspection data, maintenance record and lifting history.

  2. Operator training focus : identifying abnormal sounds from the hook (abnormal metal friction sounds in the early stage of fatigue) and emergency braking operation specifications.

  3. Spare parts management : Inventory hooks need to be stored in a sealed and moisture-proof manner to avoid the risk of hydrogen embrittlement.

Through the comprehensive application of material science, condition monitoring and intelligent algorithms, the failure risk of modern hooks can be reduced by more than 90%. It is recommended to refer to ISO 4309, GB/T 10051 and other standard systems to implement full process control.

The failure of modern crane hook may cause serious accidents. The failure modes are diverse and targeted preventive measures need to be formulated through scientific analysis. The following is a systematic summary:


1. Analysis of main failure modes and causes of hooks

1.  Plastic deformation (permanent bending)

  • Causes : Overload, insufficient material yield strength (such as low-grade alloy steel), local high temperature (welding maintenance causes metallographic changes).

  • Characteristics : The opening of the hook is enlarged (it will be scrapped if it exceeds 15% of the original size) and the hook body is obviously bent.

2.  Fatigue fracture

  • reason :

    • Alternating load action (frequent lifting close to the rated load);

    • Stress concentration (the thread root and hook neck transition area are not rounded);

    • Micro crack growth (material inclusions or corrosion pits as the origin).

  • Features : The fracture has shell-like texture, mostly occurring in the high stress area on the inner side of the hook body.

3.  Brittle fracture

  • Causes : Low temperature environment (the toughness of carbon steel drops sharply below -20°C), hydrogen embrittlement (improper electroplating or pickling process), and internal defects of the material (pores, slag inclusions).

  • Features : The fracture is smooth without plastic deformation, often accompanied by sudden fracture.

4.  Wear and corrosion

  • reason :

    • The friction of the wire rope causes the hook groove to wear (especially when lifting at a single point frequently);

    • Pitting and stress corrosion cracking (Cl⁻ corrosion) in chemical/marine environments;

    • Poor lubrication increases wear.


II. Key preventive measures

1.  Prevention and control during the design phase

  • Material selection : DG20MnTiB and other low carbon alloy steels are preferred, with impact energy ≥ 27J at -40℃.

  • Structural optimization : T-section hook body (bending resistance increased by 30% compared with trapezoidal section), transition zone R angle ≥ 12mm.

  • Safety factor : According to FEM 1.001 standard, the rated load must meet ≥4 times the static load safety factor.

2.  Use process management

  • Load Control :

    • Install an electronic limiter (such as a SICK load sensor) to automatically cut off power when overloaded;

    • Non-standard operations such as oblique pulling and sudden braking are prohibited.

  • Regular testing :

    • Magnetic particle testing (MT): Check surface cracks every 6 months (focus on hook neck threads);

    • Ultrasonic Thickness Gauging (UT): monitor corrosion thinning areas (shortened to 3 months in chemical environments).

  • Scrap standards :

    • Hook deformation > 10% of original size;

    • Crack depth > 2mm or length > 10% of hook diameter.

3.  Maintenance technology

  • Anti-corrosion treatment : hot-dip galvanizing (thickness ≥ 80μm) or spray polyurethane coating (salt spray test >1000h).

  • Lubrication solution : The hook neck bearing is lubricated with lithium-based grease (NLGI grade 2), and the wire rope contact surface is coated with graphite paste.

  • Intelligent monitoring :

    • Strain gauge + wireless transmission to monitor stress distribution in real time;

    • AI algorithm analyzes vibration spectrum and predicts fatigue life.

4.  Response to special circumstances

  • Low temperature conditions : Use austenitic stainless steel (such as 06Cr19Ni10) or perform a -50℃ Charpy impact test.

  • Corrosive environment : Use duplex steel 2205 or external cathodic protection (sacrificial anode method).


3. Typical Case Analysis

  • A port crane hook fracture accident :

    • Cause of failure : fatigue crack at the root of the hook neck thread (the backing groove was not turned according to the standard) + long-term overload of 5%~10%.

    • Improvement measures : Use a fully forged one-piece hook (to eliminate thread stress concentration) + install a wireless acoustic emission monitoring system.


IV. Future Development Direction

  • Digital twin warning : Use ANSYS simulation to simulate stress cloud maps under different working conditions and predict high-risk areas.

  • Self-healing coating : Microencapsulated corrosion inhibitors are embedded in the coating and automatically released to repair after wear.

  • Blockchain traceability : records the entire life cycle data of the hook (smelting → forging → use) to ensure quality traceability.


V. Implementation Suggestions

  1. Establish "one hook, one file" : record each inspection data, maintenance record and lifting history.

  2. Operator training focus : identifying abnormal sounds from the hook (abnormal metal friction sounds in the early stage of fatigue) and emergency braking operation specifications.

  3. Spare parts management : Inventory hooks need to be stored in a sealed and moisture-proof manner to avoid the risk of hydrogen embrittlement.

Through the comprehensive application of material science, condition monitoring and intelligent algorithms, the failure risk of modern hooks can be reduced by more than 90%. It is recommended to refer to ISO 4309, GB/T 10051 and other standard systems to implement full process control.

The failure of modern crane hook may cause serious accidents. The failure modes are diverse and targeted preventive measures need to be formulated through scientific analysis. The following is a systematic summary:


1. Analysis of main failure modes and causes of hooks

1.  Plastic deformation (permanent bending)

  • Causes : Overload, insufficient material yield strength (such as low-grade alloy steel), local high temperature (welding maintenance causes metallographic changes).

  • Characteristics : The opening of the hook is enlarged (it will be scrapped if it exceeds 15% of the original size) and the hook body is obviously bent.

2.  Fatigue fracture

  • reason :

    • Alternating load action (frequent lifting close to the rated load);

    • Stress concentration (the thread root and hook neck transition area are not rounded);

    • Micro crack growth (material inclusions or corrosion pits as the origin).

  • Features : The fracture has shell-like texture, mostly occurring in the high stress area on the inner side of the hook body.

3.  Brittle fracture

  • Causes : Low temperature environment (the toughness of carbon steel drops sharply below -20°C), hydrogen embrittlement (improper electroplating or pickling process), and internal defects of the material (pores, slag inclusions).

  • Features : The fracture is smooth without plastic deformation, often accompanied by sudden fracture.

4.  Wear and corrosion

  • reason :

    • The friction of the wire rope causes the hook groove to wear (especially when lifting at a single point frequently);

    • Pitting and stress corrosion cracking (Cl⁻ corrosion) in chemical/marine environments;

    • Poor lubrication increases wear.


II. Key preventive measures

1.  Prevention and control during the design phase

  • Material selection : DG20MnTiB and other low carbon alloy steels are preferred, with impact energy ≥ 27J at -40℃.

  • Structural optimization : T-section hook body (bending resistance increased by 30% compared with trapezoidal section), transition zone R angle ≥ 12mm.

  • Safety factor : According to FEM 1.001 standard, the rated load must meet ≥4 times the static load safety factor.

2.  Use process management

  • Load Control :

    • Install an electronic limiter (such as a SICK load sensor) to automatically cut off power when overloaded;

    • Non-standard operations such as oblique pulling and sudden braking are prohibited.

  • Regular testing :

    • Magnetic particle testing (MT): Check surface cracks every 6 months (focus on hook neck threads);

    • Ultrasonic Thickness Gauging (UT): monitor corrosion thinning areas (shortened to 3 months in chemical environments).

  • Scrap standards :

    • Hook deformation > 10% of original size;

    • Crack depth > 2mm or length > 10% of hook diameter.

3.  Maintenance technology

  • Anti-corrosion treatment : hot-dip galvanizing (thickness ≥ 80μm) or spray polyurethane coating (salt spray test >1000h).

  • Lubrication solution : The hook neck bearing is lubricated with lithium-based grease (NLGI grade 2), and the wire rope contact surface is coated with graphite paste.

  • Intelligent monitoring :

    • Strain gauge + wireless transmission to monitor stress distribution in real time;

    • AI algorithm analyzes vibration spectrum and predicts fatigue life.

4.  Response to special circumstances

  • Low temperature conditions : Use austenitic stainless steel (such as 06Cr19Ni10) or perform a -50℃ Charpy impact test.

  • Corrosive environment : Use duplex steel 2205 or external cathodic protection (sacrificial anode method).


3. Typical Case Analysis

  • A port crane hook fracture accident :

    • Cause of failure : fatigue crack at the root of the hook neck thread (the backing groove was not turned according to the standard) + long-term overload of 5%~10%.

    • Improvement measures : Use a fully forged one-piece hook (to eliminate thread stress concentration) + install a wireless acoustic emission monitoring system.


IV. Future Development Direction

  • Digital twin warning : Use ANSYS simulation to simulate stress cloud maps under different working conditions and predict high-risk areas.

  • Self-healing coating : Microencapsulated corrosion inhibitors are embedded in the coating and automatically released to repair after wear.

  • Blockchain traceability : records the entire life cycle data of the hook (smelting → forging → use) to ensure quality traceability.


V. Implementation Suggestions

  1. Establish "one hook, one file" : record each inspection data, maintenance record and lifting history.

  2. Operator training focus : identifying abnormal sounds from the hook (abnormal metal friction sounds in the early stage of fatigue) and emergency braking operation specifications.

  3. Spare parts management : Inventory hooks need to be stored in a sealed and moisture-proof manner to avoid the risk of hydrogen embrittlement.

Through the comprehensive application of material science, condition monitoring and intelligent algorithms, the failure risk of modern hooks can be reduced by more than 90%. It is recommended to refer to ISO 4309, GB/T 10051 and other standard systems to implement full process control.

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