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An upper-bound finite element solution for rolling of stainless steel 304L under warm and hot deformation conditions
, Article Multidiscipline Modeling in Materials and Structures ; Volume 12, Issue 3 , 2016 , Pages 514-533 ; 15736105 (ISSN) ; Serajzadeh, S ; Sharif University of Technology
Emerald Group Publishing Ltd
2016
Abstract
Purpose: The purpose of this paper is to investigate the thermomechanical behavior of stainless steel AISI 304L during rolling at elevated temperatures. Design/methodology/approach: Two-dimensional finite element analysis together with the upperbound solution were used for predicting temperature field and required power in warm and hot rolling operations. The required power and heat of deformation were estimated employing an upper-bound solution based on cylindrical velocity field and at the same time, temperature distributions within the rolling steel and the work rolls were determined by means of a thermal finite element analysis. To consider the effect of flow stress and its dependence on...
A study on deformation behavior of 304L stainless steel during and after plate rolling at elevated temperatures
, Article Journal of Materials Engineering and Performance ; Volume 26, Issue 2 , 2017 , Pages 885-893 ; 10599495 (ISSN) ; Serajzadeh, S ; Sharif University of Technology
Springer New York LLC
2017
Abstract
In this work, microstructural evolutions and mechanical properties of AISI 304L stainless steel were studied after rolling operations at elevated temperatures. Rolling experiments were conducted under warm and hot rolling conditions in the range of 600-1000 °C employing different reductions. Then, the developed microstructures and the mechanical properties of the steel were evaluated by means of uniaxial tensile testing, metallographic observations, and x-ray diffraction method. Besides, two-dimensional finite element analysis coupled with artificial neural network modeling was developed to assess thermo-mechanical behavior of the steel during and after rolling. The results show that...
Investigation and Modeling of Fouling and its Affecting Operational Parameters in Membrane Bioreactors (MBR) for Municipal Wastewater Treatment
, Ph.D. Dissertation Sharif University of Technology ; Torkian, Ayoub (Supervisor)
Abstract
This study aims to investigate the influence of important operational parameters on membrane fouling with the approach of fouling layers and to model these influences in the membrane bioreactor (MBR) for municipal wastewater treatment. At the first phase, 11 operational scenarios were executed using a pilot setup for identifying the system behavior and the optimal scenario. Protein and carbohydrate as the fouling components (SMP) and the transmembrane pressure (TMP) as the fouling criteria were measured in the tests. By studying the influence of operational parameters (sludge retention time (SRT), aeration rate and filtration mode), some useful results obtained for the next phase, including...
Theoretical and Experimental Investigations of Deformation Behavior from Stainless Steel 304L During Rolling at Evelated Temperatures
, M.Sc. Thesis Sharif University of Technology ; Serajzadeh, Siamak (Supervisor)The seismic performance of K-braced cold-formed steel shear panels with improved connections
, Article Journal of Constructional Steel Research ; Volume 135 , 2017 , Pages 56-68 ; 0143974X (ISSN) ; Farahbod, F ; Rahimzadeh Rofooei, F ; Sharif University of Technology
Elsevier Ltd
2017
Abstract
In this paper the performance of light weight K-braced cold formed steel (CFS) shear panels under cyclic loading is experimentally evaluated. It is generally known that the brace-stud connection details has an important effect on the performance of the braced CFS shear panels in terms of lateral stiffness, energy dissipation, and ductility factor. In this study, four full-scale, 2.4 m × 2.4 m, braced CFS shear panels made of C-sections were tested. It was observed that proper modification of the currently utilized braced to stud connections in K-braced, CFS shear panels could enhance their performance considerably by increasing their ultimate shear resistance up to 7 folds. Furthermore,...
A triple fouling layers perspective on evaluation of membrane fouling under different scenarios of membrane bioreactor operation
, Article Journal of Environmental Health Science and Engineering ; Volume 12, Issue 1 , June 2014 ; Torkian, A ; Hashemian, S. J ; Bakhshi, B ; Sharif University of Technology
June 2014
Abstract
One of the main factors affecting membrane fouling in MBRs is operational conditions. In this study the influence of aeration rate, filtration mode, and SRT on hollow fiber membrane fouling was investigated using a triple fouling layers perspective. The sludge microbial population distribution was also determined by PCR method. Through various applied operational scenarios the optimal conditions were: aeration rate of 15 LPM; relaxation mode with 40s duration and 8 min. interval; and SRT of 30 days. The similarity between SMP variations in triple fouling layers with its corresponding hydraulic resistance confirmed the effect of SMP on membrane fouling. Among three fouling fractions, the...
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces
, Article Journal of Constructional Steel Research ; Volume 203 , 2023 ; 0143974X (ISSN) ; Rofooei, F. R ; Farahbod, F ; Pourabdollah, O ; Sharif University of Technology
Elsevier Ltd
2023
Abstract
In this study, the behavior of cold-form steel (CFS) frames equipped with various configurations of steel sheathing, and K-shaped braces are experimentally investigated. Low lateral resistance is a major problem with the CFS shear walls. Despite their advantages, such as being lightweight, ease of fabrication, and an environmentally friendly system, their lack of adequate lateral strength prevents engineers from widely using them, especially in areas with medium to high seismicity or mid-rise buildings. In this regard, a total of seven full-scale specimens with different configurations of steel sheathing and k-braced, with and without cladding, were tested to investigate their seismic...
Experimental Evaluation of Light Frame Steel Shear Wall with K-Braced and Suitable Sheathing under Cyclic Loading
, M.Sc. Thesis Sharif University of Technology ; Rahimzadeh Rofooei, Fayyaz (Supervisor) ; Farahbod, Farhang (Supervisor)
Abstract
Nowadays because of imbalance in supply and demand in the house industry, industrialization of building construction is one of the best ways to solve this problem. Currently, there is a strong tendency to develop guidelines for the design of Cold-Formed Steel (CFS) with different sheathing boards as seismic resistant shear walls. Also, the behavior of this systems is not very well known yet and more research is needed. In this work three K-braced frames with and without sheathing boards under lateral cyclic loading investigated experimentally. The first specimen as a control specimen is without sheathing board, second specimen was sheathed with Fibre-Cement board in one side and gypsum board...