Authors:
Thaer Matlab Mezher Department of Structures and Water Resource, Faculty of Engineering, University of Kufa, Kufa, Najaf, Iraq

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Kamal Ali Mohammed College of Technical Engineering, Al-Furat Al-Awsat Technical University, Najaf, Iraq

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Ashraf A. M. R. Hiswa Department of Structures and Water Resource, Faculty of Engineering, University of Kufa, Kufa, Najaf, Iraq

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Tawfek Sheer Ali Department of Structures and Water Resource, Faculty of Engineering, University of Kufa, Kufa, Najaf, Iraq

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https://orcid.org/0000-0002-9625-0519
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Abstract

This research investigates the complex interplay between stress impact, concrete shrinkage, and its implications on crack development. Utilizing theoretical and computational methods, the study analyzes the detrimental effects of structural cracks caused by stress variations. A distinctive behavior of long-term shrinkage concerning stress levels was observed. It was found that, positive stress enhances the mean Young's modulus, while negative stress reduces modulus under negative stress conditions, heightened susceptibility to crack propagation under negative stress and improved resistance under positive stress. Temperature's uniform impact on long-term shrinkage is demonstrated, highlighting differences among various cement classes.

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    J. Newman and B. S. Choo, Eds., Advanced Concrete Technology 3: Processes. Elsevier, 2003.

  • [2]

    K. Kovler and N. Roussel, “Properties of fresh and hardened concrete,” Cement Concrete Res., vol. 41, no. 7, pp. 775792, 2011.

  • [3]

    V. Kodur, “Properties of concrete at elevated temperatures,” Int. Scholarly Res. Notices, vol. 2014, 2014, Art no. 468510.

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    K. Sakata and T. Shimomura, “Recent progress in research on and code evaluation of concrete creep and shrinkage in Japan,” J. Adv. Concrete Technol., vol. 2, no. 2, pp. 133140, 2004.

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    A. Ansel, M. Hallgren, J. Holmgren, B. Lagerblad, and B. WesterbergConcrete Structures. Royal Institute of Technology, Civil and Architectural Engineering, TRITA-BKN 143, Stockholm, 2013.

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    B. Engström, Restraint Cracking of Reinforced Concrete Structures. Chalmers University of Technology, 2007.

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    M. Brinissat, R. Kuti, and M. E. M. Bichikhi, “Analysis of composite bridge deck considering the effects of concrete cracking,” Pollack Period., vol. 17, no. 3, pp. 5358, 2022.

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  • [8]

    M. Kherais, A Csébfalvi, and A. Len, “Moisture content changing of a historic roof structure in terms of climate effects,” Pollack Period., vol. 17, no. 3, pp. 141146, 2022.

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    EN 1992-1-1:2004, Eurocode 2: Design of concrete structures, Part 1.1, General rules and rules for buildings, CEN, Brussels, 2004.

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    R. Malm, “Guideline for FE analyses of concrete dams,” Report, Energiforks, 2016.

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    I. Milne, R. O. Richte, B. Karihaloo, Eds., Comprehensive Structural Integrity. Elsevier, 2003.

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    R. Malm, “Predicting shear type crack initiation and growth in concrete with non-linear finite element method,” PhD Thesis, Royal Institute of Technology, 2009.

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    Guidelines for nonlinear finite element analysis of concrete structures,” ‏Rijkswaterstaat Technical Document, no. RTD 1016-1:2017, Ministry of Infrastructure and Environment, The Netherlands, 2012.

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    F. Ullah, F. Al-Neshawy, and J. Punkki, “Early age autogenous shrinkage of concrete,” Nordic Concrete Res., vol. 59, no. 1, pp. 5972, 2018.

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    M. Zachariah, R. Vautard, R. Chandrasekaran, S. T. Chaithra, J. Kimutai, T. Arulalan, K. A. Rao, C. Barnes, R. Singh, M. Vahlberg, J. Arrgihi, E. Raju, U. Sharma, A. Ogra, C. Vaddhanaphuti, C. S. Bahinipati, P. Tschakert, C. P. Marghidan, A. Mondal, C. Schwingshackl, S. Philip, F. Otto, “Extreme humid heat in South Asia in April 2023, largely driven by climate change, detrimental to vulnerable and disadvantaged communities”, Technical report, Grantham Institute for Climate Change, Faculty of Natural Sciences, Imperial College London, 2023.

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    G. Kaklauskas and J. Ghaboussi, “Stress-strain relations for cracked tensile concrete from RC beam tests,” J. Struct. Eng., vol. 127, no. 1, pp. 6473, 2001.

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    G. R. Irwin, “Analysis of stresses and strains near the end of a crack traversing a plate,” J. Appl. Mech., vol. 24, no. 3, pp. 361364, 195.

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    B. Lawn, Fracture of Brittle Solids. Cambridge University Press, 1993.

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    T. L. Anderson, Fracture Mechanics. Fundamentals and Applications. CRC Press, 2017.

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Senior editors

Editor(s)-in-Chief: Amália Iványi

Editor(s)-in-Chief: Péter Iványi

Associate Editor: 

János Gyergyák

Scientific Secretary: 

Miklós M. Iványi

Editorial Board

  • Bálint BACHMANN (Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Jeno BALOGH (Department of Civil Engineering Technology, Metropolitan State University of Denver, Denver, Colorado, USA)
  • Magdaléna BÁLINTOVÁ (Institute of Environmental Engineering, Faculty of Civil Engineering, Technical University of Kosice. Kosice, Slovakia)
  • Radu BANCILA (Department of Geotechnical Engineering and Terrestrial Communications Ways, Faculty of Civil Engineering and Architecture, “Politehnica” University Timisoara, Romania)
  • Charalambos C. BANIOTOPULOUS (Department of Civil Engineering, Chair of Sustainable Energy Systems, Director of Resilience Centre, School of Engineering, University of Birmingham, U.K.)
  • Oszkar BIRO (Graz University of Technology, Institute of Fundamentals and Theory in Electrical Engineering, Austria)
  • Ágnes BORSOS (Institute of Architecture, Department of Interior, Applied and Creative Design, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Matteo BRUGGI (Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano, Italy)
  • Petra BUJŇÁKOVÁ (Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Slovakia)
  • Anikó Borbála CSÉBFALVI (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Mirjana S. DEVETAKOVIĆ (Faculty of Architecture, University of Belgrade, Serbia)
  • Adriana EŠTOKOVA (Institute of Environmental Engineering, Faculty of Civil Engineering, Technical University of Kosice. Kosice, Slovakia
  • Fabrizio FINUCCI (Dipartimento di Architettura  Università Degli Studi Roma Tre, Roma, Italy)
  • Szabolcs FISCHER (Department of Transport Infrastructure and Water Resources Engineering, Faculty of Architerture, Civil Engineering and Transport Sciences Széchenyi István University, Győr, Hungary)
  • Radomir FOLIC (Department of Civil Engineering, Faculty of Technical Sciences, University of Novi Sad Serbia)
  • Jana FRANKOVSKÁ (Department of Geotechnics, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • Elena HELEREA (Dept. of Electrical Engineering and Applied Physics, Faculty of Electrical Engineering and Computer Science, Transilvania University of Brasov, Romania)
  • Ákos HUTTER (Department of Architecture and Urban Planning, Institute of Architecture, Faculty of Engineering and Information Technolgy, University of Pécs, Hungary)
  • Károly JÁRMAI (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Teuta JASHARI-KAJTAZI (Department of Architecture, Faculty of Civil Engineering and Architecture, University of Prishtina, Kosovo)
  • Xue KANG (Faculty of Architecture and Environmental Arts, Sichuan Fine Arts Institute, Chongqing, China)
  • Róbert KERSNER (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Rita KISS (Biomechanical Cooperation Center, Faculty of Mechanical Engineering, Budapest University of Technology and Economics, Budapest, Hungary)
  • István KISTELEGDI (Department of Simulation Design, Institute of Architecture, Ybl Miklós Faculty of Architecture and Civil Engineering, Óbuda University, Budapest, Hungary)
  • Imre KOCSIS (Department of Basic Engineering Research, Faculty of Engineering, University of Debrecen, Hungary)
  • László T. KÓCZY (Department of Information Sciences, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, University of Győr, Hungary)
  • Dražan KOZAK (Faculty of Mechanical Engineering, University of Slavonski Brod, Slavonski Brod, Croatia)
  • Balázs Géza KÖVESDI (Department of Structural Engineering, Faculty of Civil Engineering, Budapest University of Engineering and Economics, Budapest, Hungary)
  • Tomáš KREJČÍ (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Jaroslav KRUIS (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Miklós KUCZMANN (Department of Automations, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University, Győr, Hungary)
  • Maria Jesus LAMELA-REY (Departamento de Construcción e Ingeniería de Fabricación, University of Oviedo, Spain)
  • János LÓGÓ (Department of Structural Mechanics, Faculty of Civil Engineering, Budapest University of Technology and Economics, Hungary)
  • Frédéric MAGOULÉS (Department of Mathematics and Informatics for Complex Systems, Centrale Supélec, Université Paris Saclay, France)
  • Gabriella MEDVEGY (Department of Interior, Applied and Creative Design, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Barhm Abdullah MOHAMAD (Department of Petroleum, Control and Operation, Koya Technical Institute, Erbil Polytechnic University, Kurdistan Region, Iraq)
  • Tamás MOLNÁR (Department of Visual Studies, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Rad Majid MOVAHEDI (Department of Structural Engineering and Geotechnics, Faculty of Architecture Civil Engineering and Transport Sciences, Széchenyi István University, Győr, Hungary
  • Ferenc ORBÁN (Department of Mechanical Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Zoltán ORBÁN (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Dmitrii RACHINSKIY (Department of Mathematical Sciences, The University of Texas at Dallas, Texas, USA)
  • Chro RADHA (Chro Ali Hamaradha) (Sulaimani Polytechnic University, Technical College of Engineering, Department of City Planning, Kurdistan Region, Iraq)
  • Maurizio REPETTO (Department of Energy “Galileo Ferraris”, Politecnico di Torino, Italy)
  • Olena SAVCHENKO (Department of Heat and Gas Supply and Ventilation, Institute of Civil Engineering and Building Systems, Lviv Polytechnic National University, Lviv, Ukraine)
  • Zoltán SÁRI (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Grzegorz SIERPIŃSKI (Department of Transport Systems and Traffic Engineering, Faculty of Transport, Silesian University of Technology, Katowice, Poland)
  • Zoltán SIMÉNFALVI (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Andrej ŠOLTÉSZ (Department of Hydrology, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • Hussein Kareem SULTAN (Department of Civil Engineering, College of Engineering, Al-Muthanna University, Samawa, Iraq)
  • Zsolt SZABÓ (Faculty of Information Technology and Bionics, Pázmány Péter Catholic University, Hungary)
  • Mykola SYSYN (Chair of Planning and Design of Railway Infrastructure, Institute of Railway Systems and Public Transport, Technical University of Dresden, Germany)
  • Barry H. V. TOPPING (Heriot-Watt University, UK, Faculty of Engineering and Information Technology, University of Pécs, Hungary)

POLLACK PERIODICA
Pollack Mihály Faculty of Engineering
Institute: University of Pécs
Address: Boszorkány utca 2. H–7624 Pécs, Hungary
Phone/Fax: (36 72) 503 650

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or amalia.ivanyi@mik.pte.hu

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Pollack Periodica
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Pollack Periodica
Language English
Size A4
Year of
Foundation
2006
Volumes
per Year
1
Issues
per Year
3
Founder Faculty of Engineering and Information Technology, University of Pécs
Founder's
Address
H–7624 Pécs, Hungary, Boszorkány utca 2.
Publisher Akadémiai Kiadó
Publisher's
Address
H-1117 Budapest, Hungary 1516 Budapest, PO Box 245.
Responsible
Publisher
Chief Executive Officer, Akadémiai Kiadó
ISSN 1788-1994 (Print)
ISSN 1788-3911 (Online)

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