Zaid Mohammed Kani Al-Azzawi (Assistant Professor)
PhD in Structural Engineering
Lecturer
Dams -
Engineering
zaid.kani@uoanbar.edu.iq
<div> </div> <ul style="list-style-type:square"> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><strong><span style="font-size:12.0pt">Marital status: Married</span></strong></span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><strong><span style="font-size:12.0pt">Nationality: Iraqi</span></strong></span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><strong><span style="font-size:12.0pt">DOB: March 10th, 1974</span></strong></span></span></li> </ul>
<table cellspacing="0" class="Table" style="border-collapse:collapse; margin-left:-26px; text-align:justify; width:664px"> <tbody> <tr> <td style="height:348px; vertical-align:top; width:527px"> <p style="margin-left:17px; margin-right:17px; text-align:justify"> </p> <ul style="list-style-type:square"> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Shear Capacity of High-Strength Fiber Reinforced Beam-Column Joints, Engineering and Technology Journal, V. 28, No. 6, 2010.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Mechanical Properties of High-Strength Fiber Reinforced Concrete, Engineering and Technology Journal, V. 28, No. 12, 2010.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Impact Resistance of Chopped-Worn-Out Tires Concrete, Engineering and Technology Journal, V. 28, No. 16, 2010.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Strength and Behavior of Fibrous High-Strength Concrete Columns, Anbar Journal for Engineering and Sciences, Special Issue- Part one, First Engineering Conference of the College of Engineering, University of Anbar, held on 21-22, Dec. 2011.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Finite Element Modeling of Shear in Beam-Column Joints Using ANSYS software, Proceedings, Jordanian International Civil Engineering Conference, Nov., 2011.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Effect of hoops and column axial load on shear strength of High-Strength Fiber Reinforced Beam-Column Joints, Journal of Engineering-University of Baghdad, No.3, Vol. 18, March 2012.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"> <a href="https://www.researchgate.net/publication/303803332_EFFECT_OF_FLANGE_AND_STIFFENER_RIGIDITY_ON_THE_BOUNDARY_CONDITIONS_AND_SHEAR_BUCKLING_STRESS_OF_PLATE_GIRDERS">Effect of Flange and Stiffener Rigidity on the Boundary Conditions and Shear Buckling Stress of Plate Girders</a>, European Bridge Engineering Conference, Edinburgh 2015.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><a href="https://www.researchgate.net/publication/303803111_Buckling_Strength_of_Slender_Steel_Plates_Stiffened_with_Corrugated_FRP_Panels">Buckling Strength of Slender Steel Plates Stiffened with Corrugated FRP Panels</a>, ACIC, 2015</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><a href="https://www.researchgate.net/publication/303803420_Towards_a_Better_Understanding_of_the_Factors_Affecting_the_Prediction_of_Shear_Buckling_Coefficients_of_Steel_Plate_Girders?ev=prf_pub">Towards a Better Understanding of the Factors Affecting the Prediction of Shear Buckling Coefficients of Steel Plate Girders</a>, Scotland 3rd Joint postgraduate conference, 2015.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"> <a href="https://www.researchgate.net/publication/303803337_FRP_Shear_Strengthening_of_Thin-Walled_Plate_Girder_Web_Panels_Subjected_to_Cyclic_Loading?ev=prf_pub">FRP Shear Strengthening of Thin-Walled Plate Girder Web Panels Subjected to Cyclic Loading</a>, Protect 2015.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"> <a href="https://www.researchgate.net/publication/308953501_ACMBS_MCAPC_VII_FRP_Strengthening_of_Web_Panels_of_Steel_Plate_Girders_against_Shear_Buckling_under_Static_and_Cyclic_Loading">FRP Strengthening of Web Panels of Steel Plate Girders against Shear Buckling under Static and Cyclic Loading</a>., ACMBS MCAPC VII, 2016.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><a href="javascript:void(0)">Structural Behaviour and Fracture Energy of Recycled Steel Fibre Self-Compacting Reinforced Concrete Beams</a>, Journal of Building Engineering, 2018.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Enhancing Mechanical Properties of No-fines Concrete Using Waste Plastic Fibres, Journal of Engineering and Applied Sciences, 13(5), 2018.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><a href="https://www.researchgate.net/publication/327401720_FRP_Strengthening_of_Web_Panels_of_Steel_Plate_Girders_against_Shear_Buckling_Part-I_Static_Series_of_Tests?_sg=_c4FHfhoyx9d6mN4fxgJcsiKkAO4TiKy502MZxwol8qJehMH2eXV7CE_vgZBwHoxSrkC55StfL1O5_DsaDt84gOco4IC2YxNPknIDce1.uBG7M2hFukBxFwH9BrP2TW31LgzoaJxUTlMmDVCf74UHFuttkhWx1r6fHmVPuRE80bLP-8IWC-YK6u_520M6eQ">FRP Strengthening of Web Panels of Steel Plate Girders against Shear Buckling Part-I: Static Series of Tests</a>, Composite Structures, 206 (2018) 722-738.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"><a href="https://www.researchgate.net/publication/327401720_FRP_Strengthening_of_Web_Panels_of_Steel_Plate_Girders_against_Shear_Buckling_Part-I_Static_Series_of_Tests?_sg=_c4FHfhoyx9d6mN4fxgJcsiKkAO4TiKy502MZxwol8qJehMH2eXV7CE_vgZBwHoxSrkC55StfL1O5_DsaDt84gOco4IC2YxNPknIDce1.uBG7M2hFukBxFwH9BrP2TW31LgzoaJxUTlMmDVCf74UHFuttkhWx1r6fHmVPuRE80bLP-8IWC-YK6u_520M6eQ">FRP Strengthening of Web Panels of Steel Plate Girders against Shear Buckling Part-II: Fatigue</a> Study and Cyclic Series of Tests, Composite Structures, 210 (2019).</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Utilizing Recycled Concrete and Stone Aggregate as Replacement for Natural and Crushed Virgin Aggregate, International Journal of Engineering & Technology (UAE) 7 (4.37) 2018, 90-97.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Finite Element Modelling of High-Strength Fibre Reinforced Concrete Columns Under Eccentric Loading, Third International Conference on Computing, Communications and Information Technology, CCIT 2019, Ramadi, Iraq.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Effect of High Temperature on Bond Strength of Concrete Reinforced with 180° Hooked Bars, Third International Conference on Computing, Communications and Information Technology, CCIT 2019, Ramadi, Iraq.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">A Non-Linear Composite Finite Element Model for a New FRP Strengthening Technique Against Shear Buckling of Steel Plate Girders, International Conference on Civil and Environmental Engineering (I2C2E), Montreal, July 2019.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Mechanical properties of high strength self-compacting concrete with reused steel fibers at high temperatures, in <span style="color:#2e2e2e">Journal of Green Engineering</span><span style="color:#323232">, </span><span style="color:#2e2e2e">2020</span><span style="color:#323232">, </span><span style="color:#2e2e2e">10(6), pp. 3156-3170.</span></span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">Strengthening of Composite Castellated Beams Web with Corrugated Carbon Fiber Reinforced Polymer Struts, in Key Engineering Materials Vol. 870, pp 49-60, October 2020.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif">A new design method for a novel FRP strengthening technique against shear buckling of steel plate girders, Thin-Walled Structures, <a href="https://www.sciencedirect.com/science/journal/02638231/148/supp/C" title="Go to table of contents for this volume/issue">Volume 148</a>, March 2020.</span></span></li> <li style="text-align:justify"><span style="font-size:10pt"><span style="font-family:Arial,sans-serif"> Effect of discarded steel fibers on impact resistance, flexural toughness and fracture energy of high-strength self-compacting concrete exposed to elevated temperatures, Fire Safety Journal 121 (2021) 103271.</span></span></li> <li style="text-align:justify"> </li> </ul> </td> </tr> </tbody> </table>
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