Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Modeling of curing process of early-age concrete to assess buildability of 3D printed concrete structures
Download
Thesis.pdf
Date
2023-1-20
Author
Hashemzadeh , Amirali
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
294
views
111
downloads
Cite This
This work presents a possible mathematical framework for capturing the buildability phenomenon in 3D printed concrete structures. Mathematical frameworks are proposed to describe the curing and hydration kinetics of 3D printed concrete structures in their fresh state. This scheme is subsequently incorporated into three concrete plasticity damage models. In the first model, a microplane-based Drucker-Prager (DP) plasticity damage model is studied and the mathematical formulations of the remaining two models are adopted from published sources. The performance and parameter calibration of age-dependent elasto-plastic-damage schemes are evaluated using experimental stress-strain data gathered from uni-axial unconfined compression tests, performed on concrete specimens of varying ages. In performing numerical simulations, the last optimized early-age scheme is utilized along with a framework, quantitatively incorporating the printing process and its associated components. On the basis of simulation results of 3D printed structures, the self-weight-induced deformations in the principal directions and the impacts of various printing parameters are assessed. Lastly, as a real-life application of the proposed scheme, numerical simulations are repeated on a 3D printed column geometry, performed in the İston Inc. facility in Istanbul.
Subject Keywords
Early-age concrete
,
3D printed concrete
,
Buildability
,
Curing
,
Hydration
,
Microplane framework
,
Drucker-Prager plasticity
,
Damage
URI
https://hdl.handle.net/11511/102052
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
3D structure extraction with omnidirectional and perspective cameras Tümyönlü ve perspektif kameralar ile 3B yapi çikarimi
Baştanlar, Yalin; Temizel, Alptekin; Yardimci, Yasemin (2010-12-01)
The work presented here is on extraction of 3D structure using images of different camera types. For systems with one type of camera, a common way of structure extraction is matching and computing the camera motion between the views, and estimating the 3D location of the points in the scene. Our contribution is proposing and bringing together proper methods to effectively apply this approach with images of perspective and omnidirectional cameras together. We present the results of our experiment performed u...
Computation of turbulent flows around rotating bodies using unstructured grids
Gönç, L.O.; Ak, M.A.; Tuncer, İsmail Hakkı; Aksel, M.H. (2006-01-01)
This paper presents the development of a 3-D parallel flow solver for turbulent flows around rotating bodies using unstructured grids. Cell centered finite volume solver which employs Roe's upwind flux differencing scheme, Spalart-Allmaras turbulence model and Runge-Kutta explicit multistage time stepping scheme is presented. Arbitrary Lagrangian Eulerian (ALE) formulation is implemented for moving grids. The computational grid is partitioned by METIS and PVM is used for inter-process communication. The mai...
An empirical method for design of grouted bolts in rock tunnels based on the Geological Strength Index (GSI)
Osgoui, Reza R.; Unal, Erdal (Elsevier BV, 2009-08-14)
The procedure presented in this paper has been developed for the design of grouted rock bolts in rock tunnels during preliminary design stage. The proposed approach provides a step-by-step procedure to set up a series of practical guidelines for optimum pattern of rock bolting in a variety of rock mass qualities. For this purpose, a new formula for the estimation of the rock load (support pressure) is recommended. Due to its wide-spread acceptance in the field of rock engineering, the Geological Strength In...
Modeling Beam-Column Joints in Fragility Assessment of Gravity Load Designed Reinforced Concrete Frames
Çelik, Ozan Cem (Informa UK Limited, 2008-3-14)
Reinforced concrete (RC) frame structures customarily have been designed in regions of low-to-moderate seismicity with little or no consideration of their seismic resistance. The move toward performance-based seismic engineering requires accurate reliability-based structural analysis models of gravity load designed (GLD) RC frames for predicting their behavior under seismic effects and for developing seismic fragilities that can be used as a basis for risk-informed decision-making. This analytical approach ...
Design and Analysis of a Novel Mechanism for the Morphing of Trailing Edge of an Aircraft Wing
Şahin, Harun Levent; Yaman, Yavuz (2018-06-22)
In this paper, design of a novel deployable scissor-structural mechanism (SSM) for active camber and chord morphing airfoil has been presented. The mechanism is created via combination of one four-bar linkage and various scissor-like elements (SLEs). The theory behind scissor-like elements and hierarchical design procedure are adequately explained. Following that design procedure, a scissor-structural mechanism is created in order to satisfy the desired airfoil shapes, which have different camber lines with...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
A. Hashemzadeh, “Modeling of curing process of early-age concrete to assess buildability of 3D printed concrete structures,” M.S. - Master of Science, Middle East Technical University, 2023.