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- 01HH4Z5C2EYCMCGJ21DZFYP67Z classification P1.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z date "2023".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z language "eng".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z type conference.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z hasPart 01JHG5WCHW2HAP8M2X2F3RKFMM.pdf.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z subject "Technology and Engineering".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z doi "10.1007/978-3-031-21735-7_89".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z isbn "9783031217340".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z isbn "9783031217357".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z isbn "9783031217371".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z issn "2211-0844".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z issn "2211-0852".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z presentedAt urn:uuid:8a1bb513-c3bf-49d9-a500-e9ce33ea788c.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z volume "40".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z abstract "Cracking of cementitious materials poses severe problems for the mechanical performance and the durability of concrete structures. Self-healing cementitious materials provide a means of countering these issues, but the testing procedures to assess the self-healing efficiency are mostly impractical for in-situ evaluation. This study concerns the evaluation of the crack closure in cementitious mixtures with and without superabsorbent polymers by ultrasound measurements. Ultrasonic waves are sent through the cracks by means of pencil lead break tests, thereby offering information on the sound material as well as on the healing products formed within the cracks. The healing process is promoted by placing the specimens inwet-dry curing cycles and is monitored for a period of 14 days. Ultrasound was found to be sensitive to the closure of cracks, which was confirmed by the visual reduction in crack width opening, as investigated by microscopic analysis.".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z author 018197E6-F0EE-11E1-A9DE-61C894A0A6B4.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z author F4BFDAEA-F0ED-11E1-A9DE-61C894A0A6B4.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z author urn:uuid:daaea2ae-3d12-43f0-81b4-666b4fff12a6.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z author urn:uuid:ec7846c8-92ba-4b11-92ac-079c4ec07afb.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z author urn:uuid:ff786c64-b4e3-4247-9702-8b5d354e1618.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z dateCreated "2023-12-08T15:01:30Z".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z dateModified "2025-01-29T12:57:04Z".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z editor urn:uuid:7fe2c9c9-08e1-4a94-886d-916bf8e158d4.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z editor urn:uuid:c75524e3-883a-4b8f-b7f2-39b94b0a1a96.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z editor urn:uuid:ef889728-3d86-496c-a58b-28baeecfde1b.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z name "Crack closure assessment in cementitious mixtures based on ultrasound measurements".
- 01HH4Z5C2EYCMCGJ21DZFYP67Z pagination urn:uuid:b18525e3-643e-4728-88be-a0023f75da91.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z publisher urn:uuid:53fc7af0-efeb-4148-8623-0b3900585a25.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z sameAs LU-01HH4Z5C2EYCMCGJ21DZFYP67Z.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z sourceOrganization urn:uuid:4084e886-ed16-4503-b801-151d52751abf.
- 01HH4Z5C2EYCMCGJ21DZFYP67Z type P1.