Advances in Concrete Construction
Volume 12, Number 6, 2021, pages 491-497
DOI: 10.12989/acc.2021.12.6.491
Effects of nonlocal parameter on bending of Intermediate filaments: Formulation of Euler beam theory
Muhammad Taj , Muzamal Hussain , Mohamed A. Khadimallah , Jamel Baili , Khaled Mohamed Khedher , Abdelouahed Tounsi
Abstract
Key Words
bending; Euler-Bernoulli beam theory; intermediate filaments; non-local parameters
Address
- Muhammad Taj — Department of Mathematics, University of Azad Jammu and Kashmir, Muzaffarabad, 1300, Azad Kashmir, Pakistan
- Muzamal Hussain — Department of Mathematics, Govt. College University Faisalabad, 38000, Faisalabad, Pakistan
- Mohamed A. Khadimallah — Civil Engineering Department, College of Engineering, Prince Sattam Bin Abdulaziz University, BP 655, Al-Kharj, 11942, Saudi Arabia; Laboratory of Systems and Applied Mechanics, Polytechnic School of Tunisia, University of Carthage, Tunis, Tunisia
- Jamel Baili — Department of Computer Engineering, College of Computer Science, King Khalid University, Abha 61413, Saudi Arabia; Higher Institute of Applied Science and Technology of Sousse (ISSATS), Cité Taffala (Ibn Khaldoun) 4003 Sousse, University of Souse, Tunisia
- Khaled Mohamed Khedher — Department of Civil Engineering, College of Engineering, King Khalid University, Abha 61421, Saudi Arabia; Department of Civil Engineering, High Institute of Technological Studies, Mrezgua University Campus, Nabeul 8000, Tunisia
- Abdelouahed Tounsi — YFL (Yonsei Frontier Lab), Yonsei University, Seoul, Korea; Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia
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