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Titlebook: Nondestructive Testing of Materials and Structures; Oral Büyük?ztürk,Mehmet Ali Ta?demir,O?uz Güne?,Y? Conference proceedings 2013 RILEM 2

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樓主: 深謀遠慮
31#
發(fā)表于 2025-3-26 21:09:44 | 只看該作者
Enhancing the Accuracy of Off-Axis Flaw Sizing and Positioning in TOFD D-scans Using Mode-Converted ., .
32#
發(fā)表于 2025-3-27 03:41:00 | 只看該作者
33#
發(fā)表于 2025-3-27 06:51:27 | 只看該作者
Oral Büyük?ztürk,Mehmet Ali Ta?demir,O?uz Güne?,Y?Cutting-edge research on development and practical use of methods of NDT of materials and structures
34#
發(fā)表于 2025-3-27 11:47:14 | 只看該作者
35#
發(fā)表于 2025-3-27 15:02:49 | 只看該作者
https://doi.org/10.1007/978-94-007-0723-8NDT; assessment; characterization; durability; health monitoring; maintenance; materials and structures; no
36#
發(fā)表于 2025-3-27 21:24:39 | 只看該作者
Nondestructive Testing of Materials and Structures978-94-007-0723-8Series ISSN 2211-0844 Series E-ISSN 2211-0852
37#
發(fā)表于 2025-3-27 23:19:01 | 只看該作者
2211-0844 on of materials and structures by means of nondestructive testing (NDT) methods is a priority need around the world to meet the challenges associated with the durability, maintenance, rehabilitation, retrofitting, renewal and health monitoring of new and existing infrastructures including historic m
38#
發(fā)表于 2025-3-28 02:17:27 | 只看該作者
Evolution of NDT Methods for Structures and Materials: Some Successes and Failures in the field of NDE of materials and structures. The paper will give some examples of these interconnections and successful adoptions. Since the characteristics of human beings, the earth and engineering structures are different these transitions are somehow limited what will be discussed as well.
39#
發(fā)表于 2025-3-28 06:25:17 | 只看該作者
40#
發(fā)表于 2025-3-28 13:38:48 | 只看該作者
Mobile NMR – A Powerful Tool to Measure Coating Thicknesses in Concrete Buildingsible while an accuracy of about 5 to 20 μm can be achieved for the thickness determination. Studying the influence of steel reinforcement inside the coated concrete on the NMR signal leads to a correction of the measuring field position influenced by concrete cover, steel diameter, amount and position of steel.
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