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Construction Materials
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Structural Mechanics of Construction Materials
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Structural Mechanics of Construction Materials

A special issue of Construction Materials (ISSN 2673-7108).

Deadline for manuscript submissions: closed (30 October 2024) | Viewed by 5467

Special Issue Editors

Dr. André Furtado

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Guest Editor
CERIS, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal
Interests: seismic engineering; structural engineering; experimental testing; numerical modelling; masonry infill walls; reinforced concrete structures; seismic vulnerability assessment; retrofitting; energy efficiency
Special Issues, Collections and Topics in MDPI journals
Dr. Aires Colaço

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Guest Editor
Department of Construct-FEUP, University of Porto, 4200-465 Porto, Portugal
Interests: railway infrastructure engineering; railway track dynamics; soil dynamics; ground-borne noise and vibrations; soil-structure interaction
Special Issues, Collections and Topics in MDPI journals
Dr. Ana Ramos

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Guest Editor
CONSTRUCT–Faculty of Engineering, University of Porto, 4200-465 Porto, Portugal
Interests: transition zones; ballasted and ballastless tracks; long-term dynamic behaviour; numerical modelling; cyclic loads
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Dr. Cláudio Horas

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Guest Editor
CONSTRUCT–Faculty of Engineering, University of Porto, 4200-465 Porto, Portugal
Interests: bridges; fatigue; metallic structures; railway; dynamics
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Dr. Sérgio Pereira

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Guest Editor
Faculdade de Engenharia, Universidade do Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal
Interests: structural health monitoring; operational modal analysis; wind turbines; structural dynamics
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The structural mechanics of construction material covers multiple fields, such as development on the planning, design, performance evaluation, and maintenance of civil engineering structures, such as steel, reinforced concrete, prestressed concrete, and composite structures. Particularly, studies on the mechanical and physicochemical behaviour of construction materials and the development of new structural types, new construction methods and new materials are also the focus of continuous evolution. This Special Issue is open to research works developed within these topics. We invite the submission of new research, case studies, projects, reviews, and state-of-the-art discussions as well.

Dr. André Furtado
Dr. Aires Colaço
Dr. Ana Ramos
Dr. Cláudio Horas
Dr. Sérgio Pereira
Guest Editors

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. Construction Materials 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 1000 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

  • structural mechanics
  • construction materials
  • reinforce concrete structures
  • steel structures
  • composite structures
  • numerical modelling
  • experimental characterization

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Published Papers (3 papers)

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Research

26 pages, 7064 KiB  
Article
Analysing the Influence of Fibers on Fresh Concrete Rheometry by the Use of Numerical Simulation
by Florian Gerland, Tim Vaupel, Thomas Schomberg and Olaf Wünsch
Constr. Mater. 2024, 4(1), 128-153; https://doi.org/10.3390/constrmater4010008 - 25 Jan 2024
Viewed by 1074
Abstract
Measuring the flow properties of fiber-laden fresh concrete poses a substantial challenge because not only the fraction of fibers but also their orientation process during the measurement influence the measured quantities. Numerical simulations of the flow in a ball probe rheometer are used [...] Read more.
Measuring the flow properties of fiber-laden fresh concrete poses a substantial challenge because not only the fraction of fibers but also their orientation process during the measurement influence the measured quantities. Numerical simulations of the flow in a ball probe rheometer are used to determine the fiber orientation process during the measurement of the flow properties and its influence on the measured variables. Through analytical considerations and comparison with measurement results, it can be shown that the constitutive law applied can reproduce the real flow behavior very well, taking the fiber orientation into account. At the same time, it is investigated why no orientation influence on the torque is recognizable in the experimental measurement curves, although the orientation process demonstrably exceeds the duration of the measurement process. The results show that fluid inertia is overcome before the recognizable onset of fiber orientation, and the spatially inhomogeneous flow minimises the impact of the orientation process on torque. The simulation model aligns well with experimental outcomes, indicating a linear increase in effective viscosity with increasing fiber volume fraction. The findings can be used to accurately measure the objective material parameters of the orientation-considering constitutive law using ball probe rheometers, so that an accurate prediction of the flow process of fresh concrete with fibers is made possible, for example for the simulation of formwork fillings. Full article
(This article belongs to the Special Issue Structural Mechanics of Construction Materials)
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20 pages, 7108 KiB  
Article
Soil Consolidation Analysis in the Context of Intermediate Foundation as a New Material Perspective in the Calibration of Numerical–Material Models
by Grzegorz Kacprzak and Mateusz Frydrych
Constr. Mater. 2023, 3(4), 414-433; https://doi.org/10.3390/constrmater3040027 - 20 Nov 2023
Viewed by 1756
Abstract
This paper presents the authors’ research results from an analysis of intermediate foundations as well as slab and pile foundations in the context of soil consolidation. Looking at soil as a building material that changes its properties over time is very important from [...] Read more.
This paper presents the authors’ research results from an analysis of intermediate foundations as well as slab and pile foundations in the context of soil consolidation. Looking at soil as a building material that changes its properties over time is very important from the point of view of the safety of construction, implementation, and operation of building structures. In addition, soil can be parameterized in such a way as to accurately describe its possible behavior under service loading. Of great interest is the phenomenon of consolidation, which is based on the reduction of soil volume over time under constant loading. This study explores existing piles and replicates soil conditions to understand individual and grouped pile behavior in combined pile–raft foundations (CPRF). To assess pile settlement from primary and secondary consolidation phases, 13 field measurements on concrete columns in gyttja clay were conducted. Analyzing data from these tests allowed engineers to accurately calibrate a numerical model. This calibrated model was instrumental in designing high-rise buildings, ensuring stability and safety. This study emphasizes the importance of understanding soil behavior, particularly consolidation phenomena, in optimizing foundation design and construction practices. Full article
(This article belongs to the Special Issue Structural Mechanics of Construction Materials)
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23 pages, 10388 KiB  
Article
Evaluation of DSSI Effects on the Dynamic Response of Bridges to Traffic Loads
by Sharef Farrag and Nenad Gucunski
Constr. Mater. 2023, 3(4), 354-376; https://doi.org/10.3390/constrmater3040023 - 30 Sep 2023
Cited by 1 | Viewed by 1539
Abstract
This paper presents results from numerical simulations validated by experimental results related to the effects of dynamic soil-structure interaction (DSSI) on the dynamic response of bridges. An in-service overpass was shaken using the T-Rex, a large-amplitude mobile shaker from the National Hazards Engineering [...] Read more.
This paper presents results from numerical simulations validated by experimental results related to the effects of dynamic soil-structure interaction (DSSI) on the dynamic response of bridges. An in-service overpass was shaken using the T-Rex, a large-amplitude mobile shaker from the National Hazards Engineering Research Infrastructure (NHERI) facilities. Studies implementing Finite Element Modeling (FEM) to develop time histories, response spectra, and eigenmodes were conducted in a forward-modeling problem setup. Two models were created to assess the DSSI effects on the dynamic response of the bridge. One model included elements that incorporate DSSI effects, while the other had fixed-base boundary conditions. The response from the DSSI FEM model matched the field results better than the fixed-base model in terms of the peak response amplitudes and identified natural frequencies and modes. The influence of a series of factors, such as the soil shear wave velocity, bridge height, bridge foundation embedment depth, and the corresponding rigidity, slenderness, and embedment ratios, on the bridge response is presented. Full article
(This article belongs to the Special Issue Structural Mechanics of Construction Materials)
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