Special Issue Submission Closed

Diagnostic of Structures by Destructive and Non-destructive Tests

01About This Special Issue

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

02Meet the Guest Editors

Our distinguished editors bring deep subject-matter expertise to curate high-quality research and ensure a rigorous peer-review process.

Lead Guest Editor

Professor Malek Jedidi

University of Tunis El Manar, National Engineering School of Tunis, Civil Engineering Laboratory, Tunis, Tunisia, Sfax, Tunisia

Guest Editor

Alireza Dehghan

Materials Specialist, Golder Associates, Ontario, Canada

Guest Editor

Said Hicham Boukhalkhal

Department of Civil Engineering, University of Science and Technology Houari Boumediene, Djelfa, Algeria

Guest Editor

Praveenkumar Shanmugam

PSG College of Technology, Coimbatore, India

Guest Editor

Professor Chokri Soussi

Higher Institute of Technological Studies of Sfax, Sfax, Tunisia

Guest Editor

Professor Moncef Makni

Higher Institute of Technological Studies of Sfax, Sfax, Tunisia

Guest Editor

Professor Ahmed Gargouri

Higher Institute of Technological Studies of Sfax, Sfax, Tunisia

Guest Editor

Associate Professor Ali Boulila

Higher Institute of Technological Studies of Sfax, Sfax, Tunisia

Guest Editor

Associate Professor Anis Abroug

Higher Institute of Technological Studies of Sfax, Sfax, Tunisia

Guest Editor

Omrane Benjeddou

Université de Tunis El Manar, Ecole Nationale d’Ingénieurs de Tunis, Laboratoire de Génie Civil, Tunis, Tunisia, Sfax, Tunisia

Guest Editor

Nilanjan Tarafder

Civil Engineering Department, National Institute of Technology, Silchar, India

Guest Editor

Keshav Basnet

Institute of Engineering, Tribhuvan University, Pokhara, Nepal

Guest Editor

Dr. Madhav Koirala

Member of Subject Comittee, Pokhara University, CMEC pvt. Ltd. Research Institution, Kathmandu, Nepal