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Online since: July 2017
Authors: Erasmo Viola, Nicholas Fantuzzi, Francesco Tornabene, Michele Bacciocchi
Introduction
Studying composite materials at the scale of the constituent materials is a well-known and wide problem in recent engineering research.
This topic is included in several engineering practices such as civil, mechanical, materials and aerospace.
For instance, the interaction between masonry bricks and the mortar or the presence of aggregates and voids in the concrete are examples of civil engineering structures where a small-scale analysis can reveal interesting results.
This topic is included in several engineering practices such as civil, mechanical, materials and aerospace.
For instance, the interaction between masonry bricks and the mortar or the presence of aggregates and voids in the concrete are examples of civil engineering structures where a small-scale analysis can reveal interesting results.
Online since: August 2004
Authors: Joo Woo Kim, Hie Young Jung
Citation &
Copyright (to be inserted by the publisher)
Influence of Stress Singularities on the Vibration of Rhombic
Plates with V-Notches or Sharp Cracks
Joo-Woo Kim
1 and Hie-young Jung
2
1
Department of Architectural Engineering, Semyung University,
21-1 Sinweol-dong,Jecheon, Chungbuk, Korea
2
Department of Civil Engineering, University of Seoul,
90 Jeonnong-dong, Dongdaemun-ku, Seoul, Korea
Keywords: Ritz Method, Free Vibration, Flexural Moment Singularity, Natural Frequency
Abstract.
The V-notches may be generated various types of machine components and the cracks are usually created in civil engineering structures subjected to cyclic loading.
The V-notches may be generated various types of machine components and the cracks are usually created in civil engineering structures subjected to cyclic loading.
Online since: July 2003
Authors: H. Van der Auweraer, B. Peeters, L. Mevel, S. Vanlanduit, M. Goursat, A. Vecchio, Patrick Guillaume
Van der Auweraer1
1
LMS International, Interleuvenlaan 68, B-3001 Heverlee, Belgium, bart.peeters@lms.be;
antonio.vecchio@lms.be; herman.vanderauweraer@lms.be
2
INRIA, Campus de Beaulieu, F-35042, Rennes, France, laurent.mevel@irisa.fr
3
Department of Mechanical Engineering, VUB, Pleinlaan 2, B-1050 Brussels, Belgium,
steve.vanlanduit@vub.ac.be; patrick.guillaume@vub.ac.be
4
INRIA, Rocquencourt, B.P. 105, F-78153, Le Chesnay, France, maurice.goursat@inria.fr
Keywords: damage detection, subspace identification, fatigue testing
Abstract.
Peeters: System Identification and Damage Detection in Civil Engineering.
PhD thesis, Department of Civil Engineering, Katholieke Universiteit Leuven, Belgium, [http://www.bwk.kuleuven.ac.be/bwm], 2000
Peeters: System Identification and Damage Detection in Civil Engineering.
PhD thesis, Department of Civil Engineering, Katholieke Universiteit Leuven, Belgium, [http://www.bwk.kuleuven.ac.be/bwm], 2000
Online since: February 2018
Authors: Amir Shahmohammadi, George Charles Clifton, James B.P. Lim
Charles Cliftonc
Department of Civil and Environmental Engineering, University of Auckland
e-mails: aasha843@aucklanduni.ac.nz, bjames.lim@auckland.ac.nz, cc.clifton@auckland.ac.nz
Keywords: Cold-formed steel, Portal frame, Box-section, Genetic Algorithm software, Full-scale test
Abstract.
A fully automated and user-friendly programme has been developed by the first author to design portal frames which incorporates analysis and design capabilities with aGA, to reach near-optimal solutions during a reasonable amount of time and reduce engineering efforts.
Amirikian, Wedge-beam framing, Transactions of the American Society of Civil Engineers (ASCE) 117(1) 1952 596-631
A fully automated and user-friendly programme has been developed by the first author to design portal frames which incorporates analysis and design capabilities with aGA, to reach near-optimal solutions during a reasonable amount of time and reduce engineering efforts.
Amirikian, Wedge-beam framing, Transactions of the American Society of Civil Engineers (ASCE) 117(1) 1952 596-631
Online since: November 2015
Authors: F. Pacheco-Torgal, Walid Tahri, Jorge Mendes, José Barroso de Aguiar, Z. Abdollahnejad
Performance of a Fly Ash Geopolymeric Mortar for Coating of Ordinary Portland Cement Concrete Exposed to Harsh Chemical Environments
Walid Tahri1, a, Zahra Abdollahnejad2,b*, Jorge Mendes3, c,
Fernando Pacheco-Torgal4, d and José Barroso de Aguiar5,e
1University of Sfax, Tunisia
2,4,5C-TAC Research Centre, University of Minho, Portugal
3Civil Engineering Department, University of Minho, Portugal
awalidtahri1980@yahoo.fr, btolumahvash@gmail.com, ca50834@alunos.uminho.pt, dtorgal@civil.uminho.pt, daguiar@civil.uminho.pt
Keywords: Concrete infrastructures; Portland cement concrete; geopolymers; coatings; acid attack
Abstract.
Bijen, Durability of engineering structures, Design, repair and maintenance, Woodhead Publishing Limited, Abington Hall, Cambridge (2000)
International Journal of Sustainable Engineering, Taylor & Francis 4, (2011) 281-287
Bijen, Durability of engineering structures, Design, repair and maintenance, Woodhead Publishing Limited, Abington Hall, Cambridge (2000)
International Journal of Sustainable Engineering, Taylor & Francis 4, (2011) 281-287
Online since: September 2013
Authors: Chu Nan Tang, Shi Bin Tang, Zheng Zhao Liang, Hong Li
Introduction
In the rock engineering, the stability of rock is most important for safety consideration.
Although the mathematical models provide a fundamental basis in understanding crack behavior, the use of such methods to describe the propagation and coalescence of fractures in geomaterials is arduous, because the analysis of material failure characterized by multiple cracking events for the rock mechanics or civil engineering and geophysical problems.
Among the problems that are faced by rock and civil engineers, there is none more challenging than the characterization of fluid flow though fracturing rocks, especially those which are highly stressed.
Although the mathematical models provide a fundamental basis in understanding crack behavior, the use of such methods to describe the propagation and coalescence of fractures in geomaterials is arduous, because the analysis of material failure characterized by multiple cracking events for the rock mechanics or civil engineering and geophysical problems.
Among the problems that are faced by rock and civil engineers, there is none more challenging than the characterization of fluid flow though fracturing rocks, especially those which are highly stressed.
Online since: March 2015
Authors: Li Xian Liu, Long Lv, Yan Feng Zhao
., Fire Safety of Reinforced Concrete Columns, Journal of Structural Engineering, ASCE, 128(3),(2000), pp.365-373
[2] J.
[7] Kodur V.R., Lie T.T., A Computer Program to Calculate the Fire Resistance of Rectangular Reinforced Concrete Columns, Third Canadian Conference on Computing in Civil and Building Engineering, Ottawa, Canada (1996), pp.11–20 [8] Terro M.J., Numerical Modeling of the Behavior of Concrete Structures in Fire, ACI Structural Journal, 95(3/4) (1998), pp. 183–193
[13] Lie T.T. (1992) , Structural fire protection, New York: American Society of Civil Engineers
[7] Kodur V.R., Lie T.T., A Computer Program to Calculate the Fire Resistance of Rectangular Reinforced Concrete Columns, Third Canadian Conference on Computing in Civil and Building Engineering, Ottawa, Canada (1996), pp.11–20 [8] Terro M.J., Numerical Modeling of the Behavior of Concrete Structures in Fire, ACI Structural Journal, 95(3/4) (1998), pp. 183–193
[13] Lie T.T. (1992) , Structural fire protection, New York: American Society of Civil Engineers
Online since: February 2018
Authors: Jorge M. Proença, João F.A. Sio, Luís Calado
Composite Frames with Dissipative Beam Splices:
Numerical Analyses and Design Guidelines
CALADO Luís1,a*, PROENÇA Jorge M.1,b and SIO João F.A.1,c
1Department of Civil Engineering, Architecture and Georesources, Técnico - ULisboa,
Av.
The experimental campaign was carried out at the Department of Civil Engineering, Architecture and Georesources of Instituto Superior Técnico, Lisbon, in which the full description of the experimental setup, loading procedure and result assessment can be found in published literature [6, 8].
Alternatively, the engineer may opt for a more conservative value and perform another iteration.
The experimental campaign was carried out at the Department of Civil Engineering, Architecture and Georesources of Instituto Superior Técnico, Lisbon, in which the full description of the experimental setup, loading procedure and result assessment can be found in published literature [6, 8].
Alternatively, the engineer may opt for a more conservative value and perform another iteration.
Online since: September 2013
Authors: Giuseppe Guido, Alessandro Vitale, Demetrio Carmine Festa, Frank Fedel Saccomanno, Vincenzo Gallelli, Daniele Rogano, Vittorio Astarita
Using Smartphones As a Tool To Capture Road Traffic Attributes
Guido Giuseppe1, a, Vitale Alessandro1,b, Saccomanno Frank Fedel2,c, Festa Demetrio Carmine1,d, Astarita Vittorio1,e, Rogano Daniele1,f, Gallelli Vincenzo1,g
1University of Calabria, Department of Civil Engineering, via P.Bucci, 87036 – Rende (CS), ITALY
2 University of Waterloo, Department of Civil and Environmental Engineering, 200 University Avenue West, N2L 3G1 - Waterloo, Ontario, CANADA
agiuseppe.guido@unical.it, balessandro.vitale@unical.it, csaccoman@uwaterloo.ca, ddc.festa@unical.it, evastarita@tiscali.it, fdanielerogano@gmail.com, gvincenzo.gallelli@unical.it
Keywords: Smartphone, GPS, Radar sensors, Traffic attributes
Abstract.
Festa, “Comparing safety performance measures obtained from video capture data” in: Journal of Transportation Engineering, edited by ASCE, vol. 7 (2010), pp. 481-492
Festa, “Comparing safety performance measures obtained from video capture data” in: Journal of Transportation Engineering, edited by ASCE, vol. 7 (2010), pp. 481-492
Online since: August 2019
Authors: Nadia Antoniuk, Valeriy M. Vyrovoy, Viacheslav Bachynckyi
Antoniuk1,c
1Odessa State Academy of Civil Engineering and Architecture, 4 Didrihsona str., Odessa, Ukraine
avyrovoy@ukr.net, bslawa_dk@ukr.net, cantonuk_nr@ukr.net
Keywords: capillary-cellular structure, cellular filler, absorption of aggressive substances, polymeric materials.
In the Odessa State Academy of Civil Engineering and Architecture, protective accumulating coatings have been developed that are capable of irreversibly absorbing toxic substances [6].
Sciences, Odessa Engineering and Construction Institute, Odessa, 2004
In the Odessa State Academy of Civil Engineering and Architecture, protective accumulating coatings have been developed that are capable of irreversibly absorbing toxic substances [6].
Sciences, Odessa Engineering and Construction Institute, Odessa, 2004