Measurement of
tensile loads
of cables
in tensile roof structures
Matt Walker
February 6, 2013
Summary statement of proposed project:
The proposed research is to provide
scientific data to measure and quantify tensile forces in the cables using vibration
technique.
Purpose:
The purpose of this research is to provide test data
from vibration tests that could be used by industry to determine in-situ
tensile forces in cable for tensile roof structures. The importance of knowing
this is crucial in determining the safety of the structure and its
durability.
Goals
and objectives:
The end results of this research will be an
established procedure for determination of tensile loads on cables in tensile
roof structures. The goal of this research is to provide a means to determine
the safety of a structure and its estimated lifespan.
Methodology
& analytical approach:
To perform this test a scale model of a mast and
cable system will be constructed. A
tri-axial accelerometer will be attached to the cable and the cable will be
struck with a hammer. Reverberations will be sent through the cable and
collected with the accelerometer. The
frequency data will be used to determine the tension in that cable. The principal
formula under which this experiment will be conducted is the Taut String Theory
commonly used in engineering and physics to determine tension based on
frequency.
This test will be conducted in a similar manner as
tuning a guitar. When a string is strum vibrations are sent through the string
creating a harmonious frequency. This frequency is compared to a reference
pitch to determine if the string must be tightened or loosened.
Similarly the frequencies collected by the
accelerometer will be used to determine if the cable is under too much or too
little tension. Either one of these conditions will result in an undesirable
outcome for the structure. This test is designed to collect data in the
form of wave lengths and hence it can be increased in scale and magnitude
without skewing the results. The test performed on the scale model will as
effective as a test performed on the actual structure.
This test will be performed under various conditions such different combinations of lengths, diameters, forces, and related vibration behaviour. The data collected from the accelerometer and will be compiled on a computer and saved to the hard drive as well as an external disk. This data will be compared to the safe working conditions of a cable predetermined by an engineer. From this data it will be possible to determine if the cable is within its safe working loads.
This test will be performed under various conditions such different combinations of lengths, diameters, forces, and related vibration behaviour. The data collected from the accelerometer and will be compiled on a computer and saved to the hard drive as well as an external disk. This data will be compared to the safe working conditions of a cable predetermined by an engineer. From this data it will be possible to determine if the cable is within its safe working loads.
Below
is a chronological breakdown of this research:
April:
Collect measuring instruments and
construction materials for scale model of cable and mast.
May:
Assemble scale model, begin testing and create photo diary of research to
disseminate to blog.
June:
Compile findings from scale tests, disseminate to blog and forward findings to
related parties, such as Dr. James Gu to seek comments for further work if
necessary.
July: Request
access to tensile roof structures in Vancouver and Calgary to do some site
measurement. Some large scale projects such as Canada Place, BC Place, Brentwood
mall and Talisman Center are under consideration.
August:
Upon permission of access travel to site and conduct large scale tests. Compile collected data and disseminate.
Previous studies:
There have been various published
articles on tensile roof structures and the behaviors of their materials under
different conditions. Most of these studies have focused on the integrity of
the membrane and not the supporting structure.
Similar tests have been used to determine the tension of cables in cable
stay bridges with success. But there is no evidence that these procedures are
being used in tensile roof structures.
Plans
for dissemination of work:The work shall be disseminated through a blog that is required to be created in the ARET 2220 course. The final report will be submitted to related instructors and hopefully later it will be published in construction/engineering articles and magazines. This research will be presented at the undergraduate conference and will be available through private consultation.
Contribution of project to overall goals:
In the past I have worked directly with
the tensile roofing industry and have participated in the installation of roofs
at Canada Place and BC Place. During these projects I worked for RAC International
in conjunction with Birdair Inc. and Hightex as a rope access technician. This
gives me inside knowledge to this industry and is a stepping off point for my
research. My role in implementing this research will be constructing a scale
model of a mast and cable. Based on this model, data will be collected, compiled
and recoded. The Findings will then be progressed on to large scale tests.
My overall educational goals are to
complete:
·
Architectural
Engineering Technology
·
Bachelors
of Building Science
·
Masters
of Project Management in construction industry
My career goal is to become a project
manager hopefully within the tensile roofing industry. The research I will conduct
now and throughout my education will make me a valuable consultant.
Budget:
To complete this research materials will need to be purchased to construct the scale mast and cable system and a tri-axial accelerometer similar to a Kistler 8202Awill need to be borrowed.
Budget:
To complete this research materials will need to be purchased to construct the scale mast and cable system and a tri-axial accelerometer similar to a Kistler 8202Awill need to be borrowed.
At the end of the research a trip
to Vancouver or Calgary is under consideration to test real structures. For the
onsite tests the researcher intends to use rope access techniques to access the
cables, install sensors and cause reverberations. The researcher is a fully
certified rope access technician and owns his own equipment but will need to
hire an assistant because it is protocol to have two technicians working on any
one site. Liability insurance will also be required and will be purchased
before any operation is undertaken.
Below is a breakdown of these
costs.
Tri-Axial Accelerometer &
accessories @ $80/month $320.00
Construction materials= $300.00
Vehicle travel = $200.00
Accommodation @ $90/night= $180.00
--------------
Totals:
$1000.00
Is a tensile roof designed to hold snow or to shed it?
ReplyDeleteshed it
ReplyDeleteHow do you plan on applying this research over the next few months? And in what area?
ReplyDeleteThat was already explained, it's in chronological order about the middle of the document.
ReplyDeleteThis comment has been removed by the author.
ReplyDeleteI would imagine that if this was to work you could use it to predict and prevent cable failure by doing a daily or weekly test of cables in a structure and monitoring them for a change from their established baseline if the vibration was to deviate to much you would know that an "undesirable outcome" would be imminent and would be able to isolate and repair the problem.
ReplyDeleteFinally some one who understands! It would be more likely to be implemented after initial construction of the structure and possibly annually afterwards.
ReplyDelete
ReplyDeleteI truly like to reading your post. Thank you so much for taking the time to share such a nice information.
Metal Pergolas in Dehradun
Retractable Tunnels in Dehradun
Wooden Pergolas Manufacturer Dehradun