Early Career Scientists’ (ECS) Contributions to Applied Mechanics (2nd Edition)

A special issue of Applied Mechanics (ISSN 2673-3161).

Deadline for manuscript submissions: 15 December 2024 | Viewed by 617

Special Issue Editor


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Guest Editor
Laboratory Soete, Faculty of Engineering and Architecture, Ghent University, Technologiepark Zwijnaarde 903, B-9052 Zwijnaarde, Belgium
Interests: computational mechanics; fracture mechanics; damage mechanics; finite element analysis; fatigue of materials; fretting fatigue; fretting wear; durability; dynamics and vibration of structures
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Special Issue Information

Dear Colleagues,

This Special Issue follows on from the first Special Issue, entitled “Early Career Scientists’ (ECS) Contributions to Applied Mechanics” (https://www.mdpi.com/journal/applmech/special_issues/647RB138V7). This Special Issue of Applied Mechanics aims to provide an opportunity for early career scientists to share their valuable results with the scientific community. Manuscripts on all topics related to applied mechanics can be submitted. The subjects that could be addressed include, but are not limited to:

  • Mechanics of solids;
  • Static and dynamic of structures;
  • Materials engineering;
  • Mathematical modelling of structures and solids;
  • Computer methods in engineering;
  • Applications to civil engineering structures;
  • Mechanical and aerospace structures;
  • Fluid mechanics;
  • Thermodynamics of materials;
  • Biomechanics.

This Special Issue accepts manuscripts in the form of original research articles or reviews where the first author is an ECS (a student, a PhD candidate, or a post-doctoral researcher who received their PhD within the past 5 years).

We will provide additional discounts on the APC (article processing charge) upon request, as well as additional guidance on how to address reviewers’ comments, while the publication process will be as transparent and efficient as possible. The submissions will be assessed by at least two referees, as rigorously as any other paper submitted to Applied Mechanics.

Prof. Dr. Magd Abdel Wahab
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Mechanics is an international peer-reviewed open access quarterly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 1200 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • mechanics of materials
  • solid and structural mechanics
  • interface mechanics
  • marine engineering
  • civil engineering
  • mechanical and aerospace engineering
  • computational mechanics
  • stress analysis
  • fluid mechanics
  • vibration analysis
  • thermodynamics analysis
  • biomechanics

Published Papers (1 paper)

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Research

20 pages, 8762 KiB  
Article
A New Moment-Resisting Glulam Beam-End Connection Utilizing Mechanically Fastened Steel Rods—An Experimental Study
by Cory Hubbard and Osama (Sam) Salem
Appl. Mech. 2024, 5(2), 260-279; https://doi.org/10.3390/applmech5020016 - 29 Mar 2024
Viewed by 413
Abstract
A new moment-resisting mass timber connection was designed based on the principles of force equilibrium in applied mechanics. The connection configuration utilizing two mechanically fastened threaded steel rods embedded into the end of a glulam beam section was experimentally investigated in this study. [...] Read more.
A new moment-resisting mass timber connection was designed based on the principles of force equilibrium in applied mechanics. The connection configuration utilizing two mechanically fastened threaded steel rods embedded into the end of a glulam beam section was experimentally investigated in this study. A gradually increasing transverse load was applied to the free end of a cantilevered beam, causing a bending moment on the beam-end connection until failure. Four different connection configurations were examined, each replicated twice to verify results. The beam connection parameters investigated were rod anchorage length (200 and 250 mm) and square washer size (38.1 and 50.8 mm). Test results show that increasing the washer size increased the connection bending strength by increments more significantly than those due to increasing the rod anchorage length. However, the connection configurations with the smaller-size washer, which failed mainly due to wood crushing under the washer, had higher ductility ratios than those with the larger-size washer, which failed due to steel rod yielding. In a real-life scenario, a structural element such as a glulam beam is usually loaded to approximately 50% to 70% of its design capacity, considering a reasonable margin of safety. The study estimates a maximum possible bending moment utilization factor for the strongest connection configuration that ranged between 34% and 48% compared to the maximum moment resistance of a supported glulam beam spanning an average length of 4.0 m to 6.0 m (a common span length in framed timber buildings) and has a cross-section size same as the one utilized in this study. This utilization factor is quite large for a timber connection, and thus, confirms a considerable moment-resisting capability of the new configuration developed in this study. Full article
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