Special Issue on Diagnostic of Structures by Destructive and Non-destructive Tests

Submission Deadline: Nov. 20, 2019

This special issue currently is open for paper submission and guest editor application.

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Special Issue Flyer (PDF)

  • Special Issue Editor
    • Professor Malek Jedidi
      University of Tunis El Manar, National Engineering School of Tunis, Civil Engineering Laboratory, Tunis, Tunisia, Sfax, Tunisia
    Guest Editors play a significant role in a special issue. They maintain the quality of published research and enhance the special issue’s impact. If you would like to be a Guest Editor or recommend a colleague as a Guest Editor of this special issue, please Click here to fulfill the Guest Editor application.
    • Omrane Benjeddou
      Université de Tunis El Manar, Ecole Nationale d’Ingénieurs de Tunis, Laboratoire de Génie Civil, Tunis, Tunisia, Sfax, Tunisia
    • Professor Chokri Soussi
      Higher Institute of Technological Studies of Sfax, Sfax, Tunisia
    • Professor Moncef Makni
      Higher Institute of Technological Studies of Sfax, Sfax, Tunisia
    • Professor Ahmed Gargouri
      Higher Institute of Technological Studies of Sfax, Sfax, Tunisia
    • Associate Professor Ali Boulila
      Higher Institute of Technological Studies of Sfax, Sfax, Tunisia
    • Associate Professor Anis Abroug
      Higher Institute of Technological Studies of Sfax, Sfax, Tunisia
  • Introduction

    It is often necessary to test concrete structures after the concrete has hardened to determine whether the structure is suitable for its designed use. The tests available for testing concrete range from completely non-destructive tests, where there is no damage to the concrete, through those where the concrete surface is slightly damaged, to partially destructive tests, such as core tests and pull-out and pull-off tests, where the surface has to be repaired after the test. The special issue deals with destructive and non-destructive methods of evaluating the mechanical properties of concrete. This involves the diagnosis of reinforced concrete structures using the necessary auscultation devices such as the sclerometer, the sound level meter, the corrosiometer, Compression strength and proposing the necessary repair solutions. Non-destructive tests are widely applied to study mechanical properties and integrity of concrete structures. They are simple to use and often economically advantageous. They are suitable for taking measurements on site and taking continuous measurements. These non-destructive methods are usually associated with each other to improve diagnosis and reduce the number of tests.

    When making a diagnosis concerning intervention measures for the rehabilitation of the structures exposed to aggressive environments, one must consider not only the effect on the building materials, but also the on the broader issues of design and execution of intervention works for different categories of structures.

    Aims and Scope:

    1. Diagnosis
    2. Repair
    3. Auscultation
    4. Destructive tests
    5. Non destructive tests
    6. Jacketing

  • Guidelines for Submission

    Manuscripts can be submitted until the expiry of the deadline. Submissions must be previously unpublished and may not be under consideration elsewhere.

    Papers should be formatted according to the guidelines for authors (see: http://www.journalofcivileng.org/submission). By submitting your manuscripts to the special issue, you are acknowledging that you accept the rules established for publication of manuscripts, including agreement to pay the Article Processing Charges for the manuscripts. Manuscripts should be submitted electronically through the online manuscript submission system at http://www.sciencepublishinggroup.com/login. All papers will be peer-reviewed. Accepted papers will be published continuously in the journal and will be listed together on the special issue website.

  • Published Papers

    The special issue currently is open for paper submission. Potential authors are humbly requested to submit an electronic copy of their complete manuscript by clicking here.

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