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Vista Engineering and Consulting, LLC is dedicated to excellence in materials research & testing and engineering services. Our services include:

    • Metallurgy
    • Failure Analysis
    • Engineering Design
    • Welding/Brazing
    • Product Design
    • Product Liability
    • Material Testing
    • Advanced Photography/Imaging
    • Expert Opinions & Testimony
    • Computer Modeling/Simulation

Vista Engineering consults with the metal industries such as steel producers, wire manufacturers and metal processors. Our team has the knowledge and expertise to solve a wide-range of industrial problems. A former case appears below.

Case Study - Industrial Device Failure

The Problem
An industrial client experienced the failure of an eyebolt used to transport 60,000-pound concrete poles. Vista was asked to identify the cause of failure and recommend corrective actions. The eyebolts were used in several similar installations around the country. The eyebolt was found to have failed due to metal fatigue and the eyebolt was also found to contain numerous fatigue cracks besides the one that caused the failure. Cracks were even found in other, as yet, unbroken eyebolts. The loading on the eyebolt assembly was too great for the eyebolt size that was being used. Additionally, the distributors of the eyebolt failed to account for the bouncy ride that these mammoth poles take and the dynamic loads the bounces put on the threads of the eyebolt.


Solution
Vista reviewed purchase documents, interviewed eyebolt manufacturers and their reps, and reviewed OSHA and ASTM standards related to overhead, load-bearing eyebolts. We also performed a stress analysis on the eyebolt.

Load Calculations
F =applied load = 30,000lbs
Fthread =Kf(thread) F= 84,000lbs
Fdynamic =Kf(thread)Kf(dynamic) F= 168,000lbs

The load calculations showed how much load was actually on the bolt when all the dynamic loads and stress concentrations were taken into account. By knowing the actual load, a new bolt design could be selected that was the proper size and strength for this application.

Outcome
In the end, a larger, stronger eyebolt was recommended that provided the proper safety factor for our client's application. The existing eyebolts were removed and all bolts were examined for cracks. The client wanted to know what to use to correct the problem. Vista made the following recommendations.

One of several things must be done,
· The strength of the metal in the bolts must be increased,
· The number of load trains must be increased, or
· The size of the load cell and the eyebolt must be increased.


The minimum strength that was needed in a 2-inch cross-section eyebolt was about 130,000 psi tensile and 110,000 yield strength. When these strength levels are achieved using a quench and temper steel, the outer edge is usually harder and stronger while the center is softer and less strong. The strength required in this application necessitates a quench and temper steel. Vista recommended candidate alloys to our client for this application.

What This Means to You
Vista can gather the critical information related to the technical issues of your case. This information can be scientifically analyzed by various means from visual examination to mathematical analysis. Once the information has been analyzed, technically sound opinions will be rendered that are pertinent to the fast and favorable solution of the case.

 

 

 

 

 
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