Failure loads of spot welds under combined opening and shear static loading conditions

Failure loads of spot welds are investigated under combined opening and shear static loading conditions. Square-cup specimens were used to obtain the failure loads of mild steel spot welds under a range of combined opening and shear loads. Optical micrographs of the cross-sections of spot welds before and after failure were examined to understand the failure processes under different combinations of loads. The experimental results indicate that under nearly pure opening loads, shear failure occurs in the heat affected zone along the nugget circumferential boundary. Under combined opening and shear loading conditions, necking/shear failure starts near the nugget in the stretching side of the base metal sheet. According to the experimental observations, a simple lower bound limit load analysis is conducted. The results of the lower bound limit load analysis quantitatively agree with those of the experiments. A simple closed-form equation is proposed to characterize the failure loads of spot welds under combined opening and shear static loading conditions. The failure load is expressed as a function of the tensile strength of the base metal, the nugget size, the sheet thickness, the loading angle for characterization of combined loads, and an empirical coefficient for the given welding schedule.

[1]  Dieter Radaj,et al.  Stress singularity, notch stress and structural stress at spot-welded joints , 1989 .

[2]  J. M. Sawhill,et al.  Spot Weldability Tests for High-Strength Steels , 1981 .

[3]  S. Sheppard,et al.  A Look at Fatigue in Resistance Spot Welds-Notch or Crack? , 2001 .

[4]  Estimation of Energy Release Rates and Instability Analysis for a Pipe With a Circumferential Surface Crack Subjected to Bending , 1986 .

[5]  D. J. VandenBossche,et al.  Ultimate Strength and Failure Mode of Spot Welds in High Strength Steels , 1977 .

[6]  Sheri Sheppard,et al.  Resistance Spot Weld Failure Loads and Modes in Overload Conditions , 1997 .

[7]  Pey Wung A Method for Spot Welded Structure Analysis , 2001 .

[8]  F. V. Lawrence,et al.  A FATIGUE DESIGN PARAMETER FOR SPOT WELDS , 1994 .

[9]  James A. Davidson,et al.  A Review of the Fatigue Properties of Spot-Welded Sheet Steels , 1983 .

[10]  Shicheng Zhang,et al.  Recent developments in analysis and testing of spot welds , 2001 .

[11]  Robert Thompson,et al.  Static and Impact Strengths of Spot-Welded HSLA and Low Carbon Steel Joints , 1982 .

[12]  P. Wung,et al.  Failure of spot welds under in-plane static loading , 2001 .

[13]  P. Wung,et al.  A force-based failure criterion for spot weld design , 2001 .

[14]  Pei-Chung Wang,et al.  FRACTURE MECHANICS ANALYSIS OF FATIGUE RESISTANCE OF SPOT WELDED COACH‐PEEL JOINTS , 1991 .

[15]  T. Wehner,et al.  Ultimate Strength of Resistance Spot Welds Subjected to Combined Tension and Shear , 1998 .