Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Strength development of binary cement concrete, using Pulverized Fly Ash (PFA) under various curing conditions
615
624
EN
Shahab
Samad
Department of Civil Engineering and Construction Kingston University London UK
hodcivil@cusit.edu.pk
Attaullah
Shah
Civil Engineering department City University of Science and IT Peshawar-Pakistan
pd@aiou.edu.pk
M.C.
Lambachiya
Natural and Built Environment, Faculty of Science, Engineering and Computing at Kingston University UK
S.B.
Desai
Civil Engineering at Kingston University London
10.24200/sci.2017.4537
Binary Cement incorporating Supplementary Cementitious Material (SCM) is widely used in concrete to reduce the cement consumption in construction industry. Cement production is a major source for the emission of Green House Gases (GHG) and there is an increasing pressure to reduce its consumption to avoid further Global Warming and Climate changes etc. In this research, Pulverised Fly Ash was used to partially replace cement in the concrete. Three levels of replacement of cement by PFA were selected and the specimens were cured under summer and winter environments. The strength development characteristics of the blended concrete were compared with the control mix without PFA. The strength gain under winter curing condition was observed as slower. At water cement ratio of 0.35, concrete with 30 % replacement of cement by PFA achieved high early age strength. PFA concrete gained more strength than the PC concrete after the age of 28 days. The 28 days compressive strengths of blended concrete for 30 % of cement replacement by PFA has been observed as nearly the same as that of control concrete mix.
Supplementary Cementitious Material,Pulverized Fly Ash,partial replacement,compressive strength,Curing
http://scientiairanica.sharif.edu/article_4537.html
http://scientiairanica.sharif.edu/article_4537_0c602ee57ef17cc993ad7becec03d07b.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Investigation of bridge abutment displacements constructed on piles and geogrid reinforced soil using the finite element method
625
633
EN
Hasan
Taherkhani
Civil Engineering Department, University of Zanjan
taherkhani.hasan@znu.ac.ir
Milad
Tajdini
Civil engineering, University of Tabriz
Abdolreza
Rezaee Arjroodi
Road, Housing & Urban Development Research Center, Tehran
Hosein
Zartaj
Civil engineering, University of Tabriz
10.24200/sci.2017.4591
One of the major problems in highway and railway bridges is the settlement of the bridge abutments, which its reduction has always been set as the research target. Two methods which have been widely used for controlling the settlement are either reinforcing the abutment subsoil with geogrid orconstructing the abutments on piles. This paper describes the application of a two-dimensional finite element method (FEM) by using Plaxis2D V8.5 for comparing the performance of these two methods. The effect of the geogrid normal stiffness, length and depth of reinforcement on the horizontal and vertical displacement of abutment is also investigated. Data from an instrumented bridge abutment has been used for the model verification. The reduction of the bridge abutment,the vertical settlement and the horizontal displacement by pile and geogrid have been analysed and compared.It is found that constructing the abutment on piles has a better performance in reducing the vertical settlement of the bridge abutment. However, lower lateral displacement can be obtained by using a geogrid with a higher normal stiffness. It is also found that, while the vertical settlement is not affected by the geogrid stiffness, the horizontal displacement of the abutment decreases with increasing the stiffness.
Abutment,pile,geogrid,displacement,FEM
http://scientiairanica.sharif.edu/article_4591.html
http://scientiairanica.sharif.edu/article_4591_b127496e2d60269e72135196dd81d20e.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Analysis of RC Beams Strengthened with FRP Sheets under Shear and Flexure Using MCFT
634
649
EN
Davood
Mostofinejad
Department of Civil Engineering, Isfahan University of Technology (IUT), Isfahan, Iran
dmostofi@cc.iut.ac.ir
Mohsen
Noormohamadi
Department of Civil Engineering,Sama Technical and Vocatinal Training College, Islamic Azad University, Saveh Branch, Saveh, Iran
10.24200/sci.2019.21228
Shear behavior of reinforced concrete (RC) beams strengthened with fiber reinforced polymers (FRP) sheets is studied in this paper using modified compression field theory(MCFT). The beam is considered to be under the combined effects of shear force and bending moment. Equilibrium and compatibility equations, as well as stress-strain relationships are developed for an element in the strengthened beam. Due to the extensive computations, a computer program wasdeveloped to solve the governing equations. The accuracy of the presented method herewas verified by the experimental results of 84 strengthened RC beams reported in the literature. Comparison between the measured and predicted results shows that the method can predict the shear behavior of the beam throughout its entire range leading up to failure. The method can also incorporate the effect of debonding of the FRP sheets in the analysis. The results of a case study indicates that preventing thedebonding of theFRP sheets from the web of the beam adds significantly to the shear capacity, and in certain cases changes the failure mode from brittle to ductile.
Debonding,FRP sheets,Modified compression field theory (MCFT),Reinforced concrete,Shear strengthening
http://scientiairanica.sharif.edu/article_21228.html
http://scientiairanica.sharif.edu/article_21228_80394f2e8b6b103b4c252ce4f3766b76.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Uncoupled analysis of Rc-slabs under near-Field air explosions: Examination of various empirical equations for simulating blast loads
650
666
EN
Alireza
Rasouli
Department of Civil Engineering, Razi University, Kermanshah, 67149-67346, Iran
Hamid
Toopchi-Nezhad
Department of Civil Engineering, Razi University, Kermanshah, 67149-67346, Iran
10.24200/sci.2017.4609
In an uncoupled analysis, blast loads can be evaluated by empirical models, and then applied to the structure in a separate response analysis. The literature includes a variety of empirical models. However, the potentials of these models may not be fully realized due to a wide variation that may exist in their outcomes, particularly at detonations with a relatively close standoff distances from the target. As such, the selection of an appropriate model should be made with special considerations. This paper investigates the efficiency of various empirical models in blast analysis of the RC-slabs that are subjected to near-field air-detonations. The blast loads resulted by the empirical models are employed in a set of nonlinear FEA-runs. Due to the proximity of detonations, the distribution of blast-overpressure across the concrete slab at any instant in time is nonuniform. A simplified approach that accounts for this nonuniform distribution has been developed and verified in this study. To examine the effectiveness of the empirical models, the FEA-results are compared with the observations made in a set of previous experimental studies. Based on this comparative study, the most effective empirical model is identified, and remarks are made on the performance of the other models.
Air detonation,Near field explosion,Uncoupled blast analysis,Reinforced concrete slab,Empirical blast loads
http://scientiairanica.sharif.edu/article_4609.html
http://scientiairanica.sharif.edu/article_4609_1c3602124aea2d0f1b086347c7d94193.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Numerical modeling of flood waves in a bumpy channel with the different boundary conditions
667
677
EN
Sajedeh
Farmani
Department of Civil Engineering, Faculty of Engineering, Shahid Bahonar University of Kerman, PO Box 76169-133, Kerman, Iran
Gholamabbas
Barani
Department of Civil Engineering, Faculty of Engineering, Shahid Bahonar University of Kerman, PO Box 76169-133, Kerman, Iran
Mahnaz
Ghaeini-Hessaroeyeh
Department of Civil Engineering, Faculty of Engineering, Shahid Bahonar University of Kerman, PO Box 76169-133, Kerman, Iran
Rasoul
Memarzadeh
Department of Civil Engineering, Faculty of Engineering, Shahid Bahonar University of Kerman, PO Box 76169-133, Kerman, Iran
10.24200/sci.2017.4582
In this paper, the Incompressible Smoothed Particle Hydrodynamics (ISPH) method is presented to simulate flood waves in uneven beds. The SPH method is a mesh free particle modeling approach that is capable of tracking the large deformation of free surfaces in an easy and accurate manner. Wave breaking is one of the phenomena that its free surface is complicated. Therefore, ISPH method is robust tool for the modeling of this kind of free surface. The basic equations are the incompressible mass conservation and Navier–Stokes equations that are solved using a two-step fractional method. In the first step, these equations are solved to compute velocity components by omitting the pressure term and in the absence of incompressible condition. In the second step, the continuity constraint is satisfied and the Poisson equation is solved to calculate pressure terms. In the present model, a new technique is applied to allocate density of the particles for the calculations. By employing this technique, ISPH method is stabled. The validation by comparison with laboratory data is conducted for bumpy channel with various boundary conditions. The numerical results showed good agreement with available experimental data. Also relative error is calculated for two numerical cases.
Flood waves,ISPH method,Wave breaking,Uneven bed,Fractional method
http://scientiairanica.sharif.edu/article_4582.html
http://scientiairanica.sharif.edu/article_4582_118a60cbc4506f31576d86043eaacf7e.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Axial translation of a rigid disc inclusion embedded in a penny-shaped crack in a transversely isotropic solid
678
689
EN
S. M.
Dehghan Manshadi
School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box 11155-4563, Tehran, Iran
Ali
Khojasteh
School of Engineering Science, College of Engineering, University of Tehran, P.O. Box 11155-4563, Tehran, Ira
akhojasteh@ut.ac.ir
M.
Rahimian
School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box 11155-4563, Tehran, Iran
rahimian@ut.ac.irr
10.24200/sci.2017.4237
In this paper, an analytical solution for the axisymmetric interaction of a rigid disc inclusion embedded in bonded<br />contact with the surfaces of a penny-shaped crack and a transversely isotropic medium is investigated. By using a<br />method of potential functions and treating dual and triple integral equations, the mixed boundary value problem is<br />written in the form of two coupled integral equations, which are amenable to numerical treatments. The axial stiness<br />of the inclusion and the shearing stress intensity factor at the tip of the penny-shaped crack for dierent degrees of<br />material anisotropy are illustrated graphically. Useful limiting cases such as a rigid disc inclusion in an uncracked<br />medium and in a completely cracked solid are recovered
Penny-shaped crack,Rigid disc,Transversely isotropic,Axial stiness,Stress intensity factor,Integral equation
http://scientiairanica.sharif.edu/article_4237.html
http://scientiairanica.sharif.edu/article_4237_83342aa1694953cfba69fbcd454b1d74.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Core impact force of vertical water jets on smooth and rough surfaces
690
698
EN
Manoochehr
Fathi-Moghadam
School of Water Science and Engineering, Shahid Chamran University, Ahvaz, Iran
Amin
Salemnia
Department of Water Engineering, Sari Agricultural Science and Natural Resources University, Sari, Iran
Sajad
Kiani
School of Water Science and Engineering, Shahid Chamran University of Ahvaz, Iran
10.24200/sci.2017.4522
A normal way to dissipate energy of the dam released high velocity jets is to allow them to free-fall in to a plunge pool or impact a plane surface in case of dam site limitations. The water jets have an undisturbed core from nozzle outlet to a certain falling height, which has more impact force and less turbulent intensity than the developed part of the free jet. Experiments are conducted to determine core impact pressure coefficient of a vertical jet on smooth and rough plane surfaces. The experiment results for different jet diameters and falling heights showed considerable increase of the mean dynamic pressure coefficient with increase of the jet Froude number for both smooth surface and rough surface. A simple Froude based mathematical model is correlated for estimation of jet core impact force on the smooth and rough plane surfaces. In addition, a considerable increase of the jet core length was indicated with increase of the jet Froude number. Results also showed a strong correlation between turbulence intensity coefficient and the jet core length.
Breakup length,Falling height,Pressure coefficient,Turbulence Intensity,Vertical jet
http://scientiairanica.sharif.edu/article_4522.html
http://scientiairanica.sharif.edu/article_4522_2a499481111eba1b7d2a033d6f6875fe.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Strengthening and shape modification of fire-damaged concrete with expansive cement concrete and CFRP wrap
699
708
EN
M.
Hosseinpour
Department of Civil Engineering, EMU, Gazimagusa-North Cyprus, Mersin 10 Turkey
M.
Celikag
Department of Civil Engineering, EMU, Gazimagusa-North Cyprus, Mersin 10 Turkey
H.
Akbarzadehbengar
Department t of Civil Engineering, University of Mazandaran, Babolsar, Iran
10.24200/sci.2017.4592
This paper reports the results of an experimental study where the axial capacity of fire-damaged specimens repaired by expansive cement concrete and CFRP wrap were investigated. Specimens were subjected to axial compressive loading and their resulting stress-strain curves were recorded. Since the flat sides of the square samples remained unconfined then the cross sections of the tested specimens largely remained unconfined. The FRP jacket was effective only along the two diagonals of the cross-section. Confinement is generally more effective in specimens with circular cross-section than those with square cross-section. The change in cross section for some of the specimens from square to circle was implemented. To modify the shape, expansive cement concrete has been utilized to fill the gap between the circular and the square cross sections. The test results indicated that heating up to 500 °C caused a severe decline in compressive strength and the elastic modulus of concrete. Two layers of CFRP wrap around the concrete not only compensated the drop in compressive strength but furthermore it increased the strength beyond that of unheated specimen. However, the effect of wrapping alone on the stiffness and the elastic modulus is negligible. The heated square specimens that were first subjected to shape modification and then wrapped by CFRP sheet, experienced increase in the strength and the elastic modulus. Therefore, the stiffness and the compression strength of fire-damaged square concrete specimens could be compensated fully by the use of shape modification and CFRP wrapping of the cross section.
Fire Damaged Concrete,Square Specimens,Strengthening,Shape Modification,and CFRP Wrapping
http://scientiairanica.sharif.edu/article_4592.html
http://scientiairanica.sharif.edu/article_4592_4f8fdefc47bc4cd1a085f33a2492d391.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Development of predictive models for shear strength of HSC slender beams without web reinforcement using machine-learning based techniques
709
725
EN
A.
Kaveh
Centre of Excellence for Fundamental Studies in Structural Engineering, Iran University of Science and Technology, Narmak, Tehran, P.O. Box 16846-13114, Iran
alikaveh@iust.ac.ir
T.
Bakhshpoori
Faculty of Technology and Engineering, Department of Civil Engineering, East of Guilan, University of Guilan, Rudsar-Vajargah, Iran
S. M.
Hamze-Ziabari
School of Civil Engineering, Iran University of Science and Technology, Narmak, Tehran, P.O. Box 16846-13114, Iran
10.24200/sci.2017.4509
Shear failure of slender beams made of high strength concrete (HSC) is one of the most crucial failures in design of reinforced concrete members. The accuracy of the existing design codes for HSC unlike the normal strength concrete (NSC) beams seems to be limited in prediction of shear capacity. This paper proposes a new set of shear strength models for HSC slender beams without web reinforcement using conventional multiple linear regression, advanced machine learning methods of multivariate adaptive regression splines (MARS) and group method of data handling (GMDH) network. In order to achieve high-fidelity and robust regression models, this study employs a comprehensive database including 250 experimental tests. Various influencing parameters including the longitudinal steel ratio, shear span-to-depth ratio, compressive strength of concrete, size of the beam specimens, and size of coarse aggregate are considered. The results indicate that the MARS approach has the best estimation in terms of both accuracy and safety aspects in comparison with regression methods and GMDH approach. Moreover, the accuracy and safety of predictions of MARS model is also remarkably more than the most common design equations. Furthermore, the robustness of proposed models is confirmed through sensitivity and parametric analyses.
High strength concrete (HSC),Slender beams,shear strength,Machine learning,GMDH,MARS
http://scientiairanica.sharif.edu/article_4509.html
http://scientiairanica.sharif.edu/article_4509_254bfb1defe55e4162cc84b096655036.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
A COMBINATION OF COMPUTATIONAL FLUID DYNAMICS, ARTIFICIAL NEURAL NETWORK AND SUPPORT VECTORS MACHINES MODEL TO PREDICT FLOW VARIABLES IN CURVED CHANNEL
726
741
EN
Azadeh
Gholami
Department of Civil Engineering, Razi University, Kermanshah, Iran
Hossein
Bonakdari
Department of Civil Engineering, Razi University, Kermanshah, Iran
bonakdari@yahoo.com
Ali Akbar
Akhtari
Department of Civil Engineering, Razi University, Kermanshah, Iran
Isa
Ebtehaj
Department of Civil Engineering, Razi University, Kermanshah, Iran
isa.ebtehaj@yahoo.com
10.24200/sci.2017.4520
This study show the combination of computational fluid dynamics (CFD) and soft computing techniques to make viewpoint for two-phase flow modelling and accuracy evaluation of soft computing methods in the three-dimensional flow variables prediction in curved channels. Therefore, artificial neural network (ANN) and support vectors machines (SVM) models with CFD is designed to estimate velocity and flow depth variable in 60° sharp bend. Experimental results in 6 different flow discharges of 5, 7.8, 13.6, 19.1, 25.3 and 30.8 l/s to train and test, ANN and SVM models is used. The results of numerical models with experimental values are compared and the models accuracy is confirmed. The results evaluation show that all three models ANN, SVM and CFD perform well in flow velocity prediction, with correlation coefficient (<em>R</em>) of 0.952, o.806, and 0.680, and flow depth (<em>R</em>) of 0.999, 0.696, and 0.614 respectively. ANN model to predict both velocity and flow depth variables with mean absolute relative error (<em>MARE</em>) of 0.055 and 0.004 is the best model. Then SVM and CFD models with <em>MARE</em> of 0.069 and 0.089 in velocity prediction and in flow depth prediction CFD and SVM models with <em>MARE</em> of 0.007 and 0.011 are the best models, respectively.
ANN,SVM,CFD,Velocity,Flow Depth,60° bend
http://scientiairanica.sharif.edu/article_4520.html
http://scientiairanica.sharif.edu/article_4520_0ed0cd925b330c8798c33c951127b09e.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Development of a new integrated method for generation IDF curves based on three climatic changes scenarios
742
751
EN
A.
Adib
Civil Engineering Department, Engineering Faculty, Shahid Chamran University of Ahvaz, Iran
S.
Ghafari Rad
Civil Engineering Department, Engineering Faculty, Shahid Chamran University of Ahvaz, Iran
10.24200/sci.2017.4593
Climate change can change the intensity-duration-frequency (IDF) curves. This research evaluates IDF curves changes of the Baghmalek climatic station in Iran's southwest. Developed integrated method extracts the IDF curves using of the Gumbel and log-Pearson III probability distributions and observed maximum annual precipitations. Durations of these precipitations are 15, 30, 45 minutes and 1,2,3,6 and 12 hours. <br /> For this purpose, this method utilizes the recorded precipitation data of the Baghmalek climatic station in a 40-year period (1974-2013). Then mean square error method determines the probability distribution that has the best fitting with this data. The HadCM3 prepares precipitation data for a 30-year period (2021-2050) based on A1B, B1 and A2 scenarios. Also this method selects an optimum artificial neural network to extraction of maximum annual rainfall intensity for different durations and scenarios. Then selected network and the chosen probability distribution produce IDF curves for different return periods and scenarios. Produced IDF curves for different scenarios are compared to IDF curves of base time period. Because of increasing carbon dioxide and its greenhouse effects in these scenarios, rainfall intensity will increase for return periods less than 2.33 years while it will decrease for return periods more than 2.33 years.
Climatic change,The HadCM3,IDF curves,RBF ANN,The Baghmalek climatic station,The Gumbel distribution
http://scientiairanica.sharif.edu/article_4593.html
http://scientiairanica.sharif.edu/article_4593_26fd08eeebfaaf1829e5db24ada22476.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Uncertainty Management in Time Estimation of Construction Projects: A Systematic Literature Review and New Model Development
752
778
EN
A.
Naderpour
Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Iran
J.
Majrouhi Sardroud
Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Iran
M.
Mofid
Department of Civil Engineering, Sharif University of Technology, Iran.
Y.
Xenidis
Department of Civil Engineering, Aristotle University of Thessaloniki, Greece.
T.
Pour Rostam
Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Iran
10.24200/sci.2017.4605
Nowadays, the very low reliability of the project planning in certainty-based approaches, caused to use more intelligent methods for uncertainty management in construction projects. This systematic study aims to survey the methods which have been used to manage the uncertainties in time estimation of construction projects. A series of steps were undertaken during the review. The study was started with determining the purpose of the study, selecting appropriate keywords, and reducing the selected papers using some criteria. A deeper analysis was carried out on the final paper that meets the criteria for this review. The study is limited solely to papers referred in six top online databases. It aims to review how the papers have been distributed by a period of publishing and by country and the domains that these methods have been applied for. The result confirms that uncertainties which affect any project are based probability and possibility theories controlled by Risk Management and Fuzzy Logic. Finally, a hybrid method for uncertainty management in project scheduling is proposed. The result of the implementation of this method in the construction project of Iranian Gas Company shows that proposed method increases the accuracy of time estimation about 8 to 24 percent.
Time Estimation,uncertainty,Fuzzy logic,Risk Management,Construction Projects
http://scientiairanica.sharif.edu/article_4605.html
http://scientiairanica.sharif.edu/article_4605_9a62e0947dfe3d512e7b9503fc9710ae.pdf
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
26
2
2019
04
01
Liquefaction Prediction Using Rough Set Theory
779
788
EN
M.
Arabani
Department of Civil Engineering, University of Guilan, Rasht, P.O. Box 3756, I.R. Iran
M.
Pirouz
Department of Civil Engineering, University of Guilan, Rasht, I.R. Iran
10.24200/sci.2017.4507
Evaluation of liquefaction is one of the most important issues in geotechnical engineering. Liquefaction prediction depends on many factors and the relationship between these factors is non-linear and complex. Different methods have been proposed by different authors for liquefaction prediction. These methods are mostly based on statistical approaches and neural network.<br /> In this paper a new approach based on Rough Set data mining procedure is presented for liquefaction prediction. The Rough set theory is a mathematical approach for analysis of imperfect knowledge or unclear description of objects. In this approach the decision rules are derived from conditional attributes in Rough Set analysis and the results are compared with actual field observations. The results of this study indicate that using this method can be helpful for liquefaction prediction and can reduce unnecessary costs in site investigation process.
earthquake,Liquefaction,Ground failure,Data classification,Rough Sets,Uncertainties,Decision rules
http://scientiairanica.sharif.edu/article_4507.html
http://scientiairanica.sharif.edu/article_4507_bfa5dfacd9075d2eb444b7a55cca539c.pdf