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Forensic Engineering and Failure Analysis

 

Failure Analysis Engineering - Application of All

Engineering Disciplines in the Investigation

of Distress and Failure in Engineered Systems.

 

Forensic Engineering - Specialized Services as

Consultants to Members of the Legal Profession

and as Expert Witnesses in Courts of Law, 

Arbitration and Administrative Proceedings.

CIVIL STRUCTURES

CATASTROPHIC FAILURE DURING CONSTRUCTION,

POST TENSIONED BRIDGE ANCHORAGE

 

 

 

Typical Post Tensioned Anchorage, BEFORE

BEFORE.jpg (93299 bytes)

AFTER.jpg (99128 bytes)

 

 

After application of tension, failed Anchorage

 

 

 

 

 

FEA01.jpg (191367 bytes)

 

 

 

Examples from the Finite Element

Models of the Failure Mechanism

 

FEA02.jpg (197905 bytes)

 

 

 

 

 

 

 

 

 

 

 

 

                                            

 

                   

                                     

MECHANICAL SYSTEMS

Vibration Equipment, Stainless Steel Weldment

Failure Mechanism - Fatigue Cracks at Fillet Welds

 

 

 

 

 

 

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Photographs of failed machine showing

primary and secondary failure initiation

locations (failure mechanism is the same)

 

 

 

ScondaryFailureMech.jpg (60460 bytes)

 

MainArmFailure.jpg (122425 bytes)

 

 

TrimedFEA.JPG (533025 bytes)

 

Examples from the Finite Element

Dynamic model used to investigate

the failure (Modal and Time History

FLT01.jpg (103454 bytes)Analysis)

 

 

For an automatic POWER POINT slide sequence (900 kb) of the cyclic stresses that caused fatigue crack initiation, right click HERE and "save as" to a directory.

DynamicClip.jpg (99718 bytes)

 

 

 

 

 

 

 

 

 

 

 

                     

 

            

              

             

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SPECIAL STRUCTURES:  LARGE SCALE WATER FEATURE

The design of some structures involve several engineering disciplines.

When these structures fail, the failure mechanism is usually also multi-

disciplinary.

 

In this case, a large scale water feature was built using large Limestone blocks

interlocked horizontally and attached to a concrete substrate.  The wall was

350 feet long, consisting of a straight and curved section.  The height increased

from 6 to 16 feet tall.  Environmental conditions were severe, subject to wide

seasonal variation in temperature and moisture.

 

 

The wall was designed without expansion joints...

wall01.jpg (136730 bytes)

Following the first failure event, the original

defective design was not detected.  The water

feature was, therefore, rebuilt...again without

expansion joints.

 

wall04.jpg (125354 bytes)wall02.jpg (206608 bytes)

When a second failure occurred, the owners

decided to have both failures investigated

prior to attempting a second reconstruction

project.

 

WALL03.jpg (170825 bytes)

Clear evidence of seasonal expansion and

contraction, due to thermal and moisture

effects, was identified in the original failure

event.  The same mechanism was responsible

for the second failure.

 

 

 

 

 

 

wall06.jpg (197487 bytes)wall05.jpg (211833 bytes)WALL07.jpg (270443 bytes)

Extensive Finite Element Modeling of the

failure mechanism,  involving non-linear

formulation and Mechanical Event Simulation,

was used to investigate the original defective

design.  These FEA models were then used to

evaluate changes to original design.

 

WALL09.jpg (185705 bytes)

Click HERE for a time lapsed animation

of the initial failure mechanism (1.6 Mb

file - allow for download time; Best with

Windows Media Player on large scale)

 

Copyright 2001-10.  GES Tech Group, Inc.  All rights reserved.

 

 

 

 

 

 

 

 

 

 

 

 

WALL10.jpg (224866 bytes)WALL08.jpg (206571 bytes)