Showing posts with label crack detection. Show all posts
Showing posts with label crack detection. Show all posts

Saturday, February 4, 2017

Techshore Inspection Services : SLUMP TEST


Slump test is a quality control test used to ensure the quality of concrete during manufacture. This test is conducted when the concrete is in the plastic state. It is mainly used to determine the consistency or work ability of concrete. The result of slump test is also taken into consideration while accepting a load of concrete. The first step in slump test is to take a test sample from the batch of concrete within 20 minutes of the arrival concrete in site. The sample is taken in one of the following two ways:
Sampling done after 0.2 m³ of the load has been poured (common method).
Sample taken from three places in the load, at equal intervals and equal portions, during the discharge.
Image result for slump test apparatus
            Fig.1  Equipment

A Slump cone which is in the form of a frustum with height 30 cm, bottom diameter 20 cm and top diameter 10 cm.
A steel tamping rod with 16 mm diameter and 60cm length which is rounded at one end.
Slump Plate of size 50 cm x 50 cm.
A Ruler or scale
Float and trowel
Procedure
At first the slump cone is placed over the slump plate and both are cleaned and moistened. Then fill one-third of the cone with concrete and this layer is rodded by giving 25 strokes to it. While rodding make sure that the whole area is rodded uniformly. Rodding means pushing the tamping rod in and out of the concrete to compact it. Always rod in a definite pattern by which rodding is done from outside to inside. The slump cone must be held firmly by standing on the foot lugs while adding the concrete during rodding.
Concrete Slump Test Procedure
                                                              Fig. 2
After rodding the first layer, fill the slump cone with a second layer until two-third is full and rod this layer uniformly with 25 strokes just into the top of the first layer. Then fill the slump cone with next layer until it slightly overflows and rod this top layer uniformly with 25 strokes just into the top of the second layer. Then remove the excess concrete from the top using a straight edge so that the cone is exactly filled and the spilled concrete removed from around the bottom of the cone.
Concrete Slump Test
                       Fig. 3
Then lift the slump cone straight up very slowly. The cone is then turned upside down without further disturbing the concrete and the taming rod is placed across the up-turned cone. The distance from the rod is then measured to the top of the slumped concrete. If the top of the slump is irregular, average height is measured. If the slump is too high or too low compared to the specification, another sample must be taken. If this also fails then the remainder of the batch should be rejected.
Result
Slump for the given sample is measured in mm. While carrying out the slump test, following are the shape of the concrete slump that can be observed:
Concrete Slump Test Results - Slump Shapes
                                                   Fig. 4
True Slump: This is the only slump that can be measured in the test. The measurement is taken between the top of the cone and the top of the concrete after the removal of cone as shown in Fig.3.
Zero Slump: This slump is the indication of very low water-cement ratio, which results in dry mixes. Such type of concrete is generally used for road construction.
Collapsed Slump: This slump is an indication that the water-cement ratio is too high. This indicates that the concrete mix is too wet or it is a high workability mix, for which a slump test is not appropriate.
Shear Slump: This slump indicates that the result is incomplete, and concrete to be retested.

Sunday, November 6, 2016

Thermographic inspection

Thermographic inspection refers to the nondestructive testing of parts, materials or systems through the imaging of the thermal patterns at the object's surface. the term thermography alone, refers to all thermographic inspection techniques regardless of the physical phenomena used to monitor the thermal changes

Principles of Operation

•          Object radiates infra red radiation
•          Temperature difference
•          Differences are detected and displayed visually
•          Emissivity values must be observed

Sunday, October 9, 2016

Techshore explains an Ultra Sound Beam

An Ultrasonic Beam produced by piexo electric crystal. Electricity is used to excite the crystal hence forth making it vibrate , the vibrational(mechanical) energy
is converted to waves which are used in the testing process.

An ultrasound beam consist of three zones
  1. Dead Zone
    Its is referred distance travelled by wave during as crystal ringing time / crystal vibration time. Every probe has independent crystal ringing time .  No defects will be captured during this time.
  2. Near Zone
    Near zone is adjacent to Dead zone. In Near Zone the intensity of sound is varying and does not have any consistence. Hence the defects detected in this zone    is either magnified or diminished once when compared with the actual defect due to varying sound intensity
  3. Far Zone
    Far zone is the ideal zone for observing the defects. Here the intensity of sound decreases gradually / periodically, which means there exist a consistency for sound waves in the Far Zone.
Video :





Additional references :
  1. https://en.wikipedia.org/wiki/Ultrasonic_transducer
  2. https://books.google.co.in/books?id=KUd6bLOtrxoC&pg=PA6&lpg=PA6&dq=crystal+ringing+time+of+a+probe&source=bl&ots=7uE2o4icY7&sig=deGFnPsjM5zvPE_GrhpraDHmu5Q&hl=en&sa=X&ved=0ahUKEwi2kO-t48zPAhWIQo8KHe5BCtIQ6AEIIDAB#v=onepage&q=crystal%20ringing%20time%20of%20a%20probe&f=false
  3. http://traktoria.org/files/sonar/transducer/simple_transducer_intro.pdf

   

Wednesday, October 5, 2016

Processing Steps of a Liquid Penetrant Inspection

Basic Processing Steps of a Liquid Penetrant Inspection are .

  1. Surface Preparation:
    One of the most critical steps of a liquid penetrant inspection is the surface preparation. The surface must be free of oil, grease, water, or other contaminants that may prevent penetrant from entering flaws. The sample may also require etching if mechanical operations such as machining, sanding, or grit blasting have been performed. These and other mechanical operations can smear metal over the flaw opening and prevent the penetrant from entering.


  2. Penetrant Application:
    Once the surface has been thoroughly cleaned and dried, the penetrant material is applied by spraying, brushing, or immersing the part in a penetrant bath.
  3. Penetrant Dwell:
    The penetrant is left on the surface for a sufficient time to allow as much penetrant as possible to be drawn from or to seep into a defect. Penetrant dwell time is the total time that the penetrant is in contact with the part surface. Dwell times are usually recommended by the penetrant producers or required by the specification being followed. The times vary depending on the application, penetrant materials used, the material, the form of the material being inspected, and the type of defect being inspected for. Minimum dwell times typically range from five to 60 minutes. Generally, there is no harm in using a longer penetrant dwell time as long as the penetrant is not allowed to dry. The ideal dwell time is often determined by experimentation and may be very specific to a particular application.

  4. Excess Penetrant Removal:
    This is the most delicate part of the inspection procedure because the excess penetrant must be removed from the surface of the sample while removing as little penetrant as possible from defects.  Depending on the penetrant system used, this step may involve cleaning with a solvent, direct rinsing with water, or first treating the part with an emulsifier and then rinsing with water.


  5. Developer Application:
    A thin layer of developer is then applied to the sample to draw penetrant trapped in flaws back to the surface where it will be visible. Developers come in a variety of forms that may be applied by dusting (dry powdered), dipping, or spraying (wet developers).
  6. Indication Development: The developer is allowed to stand on the part surface for a period of time sufficient to permit the extraction of the trapped penetrant out of any surface flaws. This development time is usually a minimum of 10 minutes.  Significantly longer times may be necessary for tight cracks.
  7. Inspection: Inspection is then performed under appropriate lighting to detect indications from any flaws which may be present.
  8. Clean Surface: The final step in the process is to thoroughly clean the part surface to remove the developer from the parts that were found to be acceptable.

Friday, September 23, 2016

Pipeline inspection: crack detection technologies

Piping inspection: Crack Detection Technology
High pressure oil and gas pipelines are susceptible to develop crack defect regardless of coating. Crack Inspection Technology for liquid pipelines is ULTRASCAN.
Phased Array Technique is the most advanced Ultrasonic Technique.  Used for thickness measurement as well as Crack detection and sizing.
It consists of multiple UT elements within a common sensor with simultaneously firing modes. Controlled focus and direction of UT waves will helps in identifying maximum resolution of wall thinning and corrosion. We are also able to detect complex crack features by adjustable firing modes and angles form the same sensor.
Electromagnetic Acoustic Transduction
Electromagnetic pulses generate ultrasonic guided waves within a pipe wall. This will provide a highly accurate crack detection, sizing and discrimination. And the sensors are also designed in such a way that the signal to noise ratio must be maximized. Sensor signals are then aligned and correlated.