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PAT-ASR Development of a Performance Assessment Tool for Alkali Silica ReactionDevelopment of a Performance Assessment Tool for Alkali Silica Reaction
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Development of a Performance Assessment Tool for Alkali Silica Reaction
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PAT-ASR Development of a Performance Assessment Tool for Alkali Silica Reaction: IF MULTISCALE --> THEN MULTIDISCIPLINARY?
http://pat-asr.blogspot.com/2014/06/if-multiscale-then-multidisciplinary.html
Tuesday, 10 June 2014. IF MULTISCALE - THEN MULTIDISCIPLINARY? It's almost two years that I decide how to model the phenomenon of ASR in concrete structures. My choice is a multiscale material model based on poromechanics theory developed by Coussy, Dormieux, Ulm and further applied by Lemarchand and Charpin. I like a lot this approach because you can bridge scales, the equations can be solved analytically and it proved to describe properly the mechanical behavior of concrete. July 17, 2014. Faculty of C...
PAT-ASR Development of a Performance Assessment Tool for Alkali Silica Reaction: March 2014
http://pat-asr.blogspot.com/2014_03_01_archive.html
Tuesday, 11 March 2014. Computational Modelling of ASR Workshop. PAT-ASR team will present their work in a workshop on 9th April, 2014. This workshop is organised by Ruhr University. You can find more information about this workshop here. We hope there will be some productive and informative discussions ahead of us. Hope to see you there. Links to this post. Subscribe to: Posts (Atom). Delft University of Technology. Faculty of Civil Engineering and Geosciences. Stevinweg 1, 2628 CN. TU Delft - Microlab.
PAT-ASR Development of a Performance Assessment Tool for Alkali Silica Reaction: Agenda
http://pat-asr.blogspot.com/p/pat-asr-events-calendar.html
Subscribe to: Posts (Atom). Delft University of Technology. Faculty of Civil Engineering and Geosciences. Stevinweg 1, 2628 CN. Delft, The Netherlands. Section Materials and Environment R.6.02. Phone: 31(0)15 ‐ 27 88743. Fax : 31(0)15 ‐ 27 86383. Email : c.anac@tudelft.nl. Email : r.esposito@tudelft.nl. Section Materials and Environment R.6.04. Phone: 31(0)15 ‐ 27 87439. Fax : 31(0)15 ‐ 27 86383. Email : m.ottele@tudelft.nl. There was an error in this gadget. Chlorides in cracked concrete.
PAT-ASR Development of a Performance Assessment Tool for Alkali Silica Reaction: August 2014
http://pat-asr.blogspot.com/2014_08_01_archive.html
Friday, 1 August 2014. When the Ph.D. makes unreversible changes in you mind. January 2011 - Beginning of my Ph.D. The concrete is an homogeneous material". At that time I was defining my-self as a structural engineer). Augustus 2014 - Almost the end of my Ph.D. The concrete material presents an high heterogeneity". Now I don't have any clue of how I am, but just of what I know). Same person, different mind. Links to this post. Subscribe to: Posts (Atom). Delft University of Technology. Awesome Inc. ...
PAT-ASR Development of a Performance Assessment Tool for Alkali Silica Reaction: When the Ph.D. makes unreversible changes in you mind
http://pat-asr.blogspot.com/2014/08/when-phd-makes-unreversible-changes-in.html
Friday, 1 August 2014. When the Ph.D. makes unreversible changes in you mind. January 2011 - Beginning of my Ph.D. The concrete is an homogeneous material". At that time I was defining my-self as a structural engineer). Augustus 2014 - Almost the end of my Ph.D. The concrete material presents an high heterogeneity". Now I don't have any clue of how I am, but just of what I know). Same person, different mind. Subscribe to: Post Comments (Atom). Delft University of Technology. Stevinweg 1, 2628 CN. Awesome...
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M3C4: Big city, big Conference
http://microlab-m3c4.blogspot.com/2013/05/big-city-big-conference.html
Join our Group in LinkedIn. Monday, May 13, 2013. Big city, big Conference. The view of Chicago's skyline from Jon Hancocks's Observatory. The 35th International Conference on Cement Microscopy was held from April 29th to May 1st in Chicago, Ill. The M3C4 had the opportunity to attend and show some of the research lines we've been currently looking into. The conferece had a lot of interesting presentations and extensive discussions regarding cement microscopy. Headquarters of PCA, Skokie, Ill. Bending cr...
M3C4: Corrosion of steel in concrete
http://microlab-m3c4.blogspot.com/2013/08/corrosion-of-steel-in-concrete.html
Join our Group in LinkedIn. Wednesday, August 7, 2013. Corrosion of steel in concrete. Figuring out what is really going on during corrosion of steel in concrete is no easy task That's why we use advanced experimental techniques to characterize the process. Here's an example:. Stay tuned for updates! How corrosion induced cracking takes place:. Also, different cross sections of the same beam can be observed (top - with PVA fibers; bottom - no fibers):. November 20, 2013 at 12:10 PM. In realated post of.
M3C4: Wedge splitting test
http://microlab-m3c4.blogspot.com/2011/11/wedge-splitting-test.html
Join our Group in LinkedIn. Thursday, November 10, 2011. Wedge splitting test is a simple test often used in fracture mechanics. Some trial tests were perfomed in the Microlab last week. Here is the result:. Courtesy of our very own (official Microlab) photography maestro CA:. Subscribe to: Post Comments (Atom). TU Delft – CiTG. Stevinweg 1 / Postbus 5048,. 2628 CN Delft / 2600 GA Delft. T: 31 (15) 27 88986. F: 31 (15) 27 86383. TU Delft – CiTG. Stevinweg 1 / Postbus 5048,. 2628 CN Delft / 2600 GA Delft.
M3C4: Bending cracks in reinforced concrete cubes
http://microlab-m3c4.blogspot.com/2013/06/bending-cracks-in-reinforced-concrete.html
Join our Group in LinkedIn. Wednesday, June 19, 2013. Bending cracks in reinforced concrete cubes. During the course of the M3C4 research, a Modified Wedge Splitting Test (MWST) was employed as the main source of getting controlled cracks in reinforced concrete specimens. For this purpose, we used concrete cubes that contained a recess, where the action of the wedges is applied; and two reinforcing bars embedded in concrete. More results are about to come. October 8, 2013 at 9:07 AM. TU Delft – CiTG.
M3C4
http://microlab-m3c4.blogspot.com/2011/05/members-of-m3c4-team-participated-in.html
Join our Group in LinkedIn. Tuesday, May 24, 2011. Next course is already in planning, and all info can be found at: www.cmc.tudelft.nl. Subscribe to: Post Comments (Atom). TU Delft – CiTG. Stevinweg 1 / Postbus 5048,. 2628 CN Delft / 2600 GA Delft. T: 31 (15) 27 88986. F: 31 (15) 27 86383. TU Delft – CiTG. Stevinweg 1 / Postbus 5048,. 2628 CN Delft / 2600 GA Delft. T: 31 (15) 27 88990. F: 31 (15) 27 86383. Follow us on Twitter! ASR - Knowledge Seed (1 Knol). Calcareous aggregates on BSE mode. The procee...
M3C4: Corrosion pits in steel bars embedded in cracked concrete
http://microlab-m3c4.blogspot.com/2013/08/corrosion-pits-in-steel-bars-embedded.html
Join our Group in LinkedIn. Tuesday, August 20, 2013. Corrosion pits in steel bars embedded in cracked concrete. Here is a short update on what I've found on inspecting the bars after extracting them from the specimens. The first image shows the size of pits found in a specimen with a 'smaller' crack width'. The second image shows what happens when the crack width in increased. Both specimens were subject to the same amount of salt-dry cycles. Until next time,. Subscribe to: Post Comments (Atom). During ...
M3C4: Glowing concrete
http://microlab-m3c4.blogspot.com/2012/01/glowing-concrete.html
Join our Group in LinkedIn. Friday, January 13, 2012. It seems that concrete properties also include glowing under UV light! Cracks allow aggressive substances to reach into concrete. In this case, the crack pattern is visible when it has been filled with epoxy. We would like to take this opportunity to wish you success in all your endeavors. Until next time! Photo by: J. Pacheco. Subscribe to: Post Comments (Atom). TU Delft – CiTG. Stevinweg 1 / Postbus 5048,. 2628 CN Delft / 2600 GA Delft. The first ha...
M3C4: Visual analysis of corroded bars
http://microlab-m3c4.blogspot.com/2013/08/topographic-images-of-corroded-bars.html
Join our Group in LinkedIn. Friday, August 2, 2013. Visual analysis of corroded bars. I've been working on the analysis of corroded reinforcing steel embedded in cracked concrete. The cubes were mechanically split so the reinforcement can be assessed. All images are taken with the stereomicroscope. Layer of orange rust can be observed on the steel surface. However, there are still some corrosion free spots. The original image size was aprox. 17000 x 1300 microns*. Until next time,. TU Delft – CiTG. Study...
M3C4: Corrosion induced cracking
http://microlab-m3c4.blogspot.com/2013/05/corrosion-induced-cracking.html
Join our Group in LinkedIn. Wednesday, May 22, 2013. When steel corrodes, a rust layer is created around it which exerts pressure on the concrete cover. Although much is known about this process, it would be nice to be able to study it non-destructively. How? Well, we might have a trick up our sleeve! Keep checking the blog for news! And here is an update:. Subscribe to: Post Comments (Atom). TU Delft – CiTG. Stevinweg 1 / Postbus 5048,. 2628 CN Delft / 2600 GA Delft. T: 31 (15) 27 88986. The first half ...
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PAT-ASR Development of a Performance Assessment Tool for Alkali Silica Reaction
Friday, 1 August 2014. When the Ph.D. makes unreversible changes in you mind. January 2011 - Beginning of my Ph.D. The concrete is an homogeneous material". At that time I was defining my-self as a structural engineer). Augustus 2014 - Almost the end of my Ph.D. The concrete material presents an high heterogeneity". Now I don't have any clue of how I am, but just of what I know). Same person, different mind. Links to this post. Tuesday, 10 June 2014. IF MULTISCALE - THEN MULTIDISCIPLINARY? Monday, 14 Apr...
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Rechercher dans le site. Patricia Cleusix. assistante/ véterinaire - conseil / accupresseur;. Sur ce nouveau site en soins animaliers. Notre site essaye de fournir un service de qualité de haut niveau de la médecine vétérinaire grâce aux vétérinaires ,éthologues, et praticiens dans divers domaines. Nous publions des articles de santé, de conseils complets, à un niveau professionnel. Mais nous savons qu'il est toujours possible d'améliorer quelque chose.et ceci grâce à vos nombreuses visites. Bonjours à t...
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