University of Kufa
السيرة الذاتية - قاسم العباسي

قاسم محمد شاكر العباسي

اللقب العلمي: أستاذ

الكلية: الهندسة

القسم: المدني

الصورة الشخصية (صغيرة)

الملف الشخصي

بكارلوريوس هندسة مدنية /جامعة بابل /1996
ماجستير /هندسة انشاءات /الجامعة التكنلوجية /2000
دكتوراه/هندسة انشاءات/الجامعة التكنلوجية/2008
استاذ مساعد /2015
استاذ/2020

الخبرات العلمية
1. مقوما للعشرات من البحوث العلمية للمجلات التخصصية العربية والاجنبية ضمن مؤسسة اليسيفير وفرانسيس العالمية المرموقة
2-مقوما للعديد من البحوث المنشورة في المؤتمرات العلمية.المحلية والعالمية .
3-مارست تدريس مختلف المواد الدراسية لمختلف المراحل
المرحلة الاولى ...رياضيات وبرمجة حاسبات
المرحلة الثانية ...ري…

عرض المزيد

الاهتمامات البحثية

  • تصرف وتقوية المنشآت الخرسانية والحديدية

البحوث المنشورة

NEW MODEL OF ECO-FRIENDLY HYBRID DEEP BEAMS WITH WASTES OF CRUSHED CONCRETE

الباحث الأول: Qasim Mohammed Shakir
الباحثين الآخرين: Asmaa Farooq alghazali
المجلة: Jurnal Teknologi
تاريخ النشر: None
مختصر البحث:
This paper presents a new model of hybrid sustainable deep beams that include crushed coarse aggregates (RCA) in place of natural aggregates. RCA was in three replacement ratios: 0%, 50%, and 100%. Six specimens of deep beams have been tested experi…

Analysis, Behavior, Strengthening and repairing of Reinforced Concrete Corbels: Comprehensive Review

الباحث الأول: Qasim M. Shakir
المجلة: JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES
تاريخ النشر: None
مختصر البحث:
In this review, an extensive survey on the theoretical models and approaches that were proposed in literature to study the behavior of RC corbels has been presented. Such approaches included the shear friction approach, strut and tie model, finite e…

Nonlinear Finite Element Analysis of High-strength Reinforced Concrete Beams with Severely Disturbed Regions

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Yahya M. Al-Sahlawi , Baneen B. Abd and Sarah A. Hamad
المجلة: Jordan Journal of Civil Engineering
تاريخ النشر: None
مختصر البحث:
In this work, an experimental study has beenThe inclusion of D-regions within a reinforced-concrete member may affect largely the general behavior of the structure. Different techniques and approaches were proposed to control the behaviour of D-reg…

Rehabilitation of deteriorated reinforced self‑consolidating concrete brackets and corbels using CFRP composites: diagnosis and treatment

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Sarah D. Abd Alsaheb · Ehsan Noroozinejad Farsangi
المجلة: Journal of Building Pathology and Rehabilitation
تاريخ النشر: None
مختصر البحث:
Corbels can be considered as one of the important members in buildings, cranes, and bridge structures. Sometimes, it is necessary to upgrade corbels within a certain level of the service load to improve performance and increase the life of the stru…

ENHANCEMENT OF THE BEHAVIOUR OF REINFORCED CONCRETE DAPPED END BEAMS INCLUDING SINGLEPOCKET LOADED BY A VERTICAL CONCENTRATED FORCE

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Sarah A. Hamad
المجلة: Engineering Review
تاريخ النشر: None
مختصر البحث:
In precast building construction, some beams are designed to support one or several concentrated loads resulting from the reactions of the attached cross beams. Consequently, the pocket beams without or with dapped ends may represent one of the …

Reinforced Concrete Beams with Drop-in- Ends of Vertical and Inclined Reinforcement and having Pockets Loaded by In-Plane Static Forces

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Sarah A. Hamad
المجلة: JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES
تاريخ النشر: None
مختصر البحث:
This research presents an experimental investigation on the behaviour of RC dapped end beams with loaded openings that have been strengthened initially with four different techniques including steel fibre concrete, inclined crossed bars, jacketing w…

BEHAVIOR OF HIGH-PERFORMANCE REINFORCED ARCHED-HYBRID SELF-COMPACTING CONCRETE DEEP BEAMS

الباحث الأول: QASIM M. SHAKIR
الباحثين الآخرين: HAWRAA K. HANOON
المجلة: Journal of Engineering Science and Technology
تاريخ النشر: None
مختصر البحث:
In the present work, a new model of hybrid deep beams has been presented. The proposed model is based on the curved distribution of concrete types along the beam rather than the conventional hybrid model. Then, the highly cost (steel fiber concrete)…

A NOVEL HYBRID MODEL OF REINFORCED CONCRETE DEEP BEAMS WITH CURVED HYBRIDIZATION

الباحث الأول: Qasim Mohammed Shakir
الباحثين الآخرين: Hawraa Khalid Hannon
المجلة: Jurnal Teknologi
تاريخ النشر: None
مختصر البحث:
In the present study, a new model of hybrid deep beams has been proposed and discussed. Six specimens are tested experimentally with two types of loading which are one-point and two-point loading and two hybridization models for concrete section. It…

Enhancing the performance of precast hybrid concrete deep beams using curved and arched designs: Experimental investigations

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Hawraa K. Hannon Ehsan Noroozinejad Farsangi
المجلة: Structures
تاريخ النشر: None
مختصر البحث:
In recent years, deep beam performance improvement has garnered significant interest, leading to several proposed solutions. This study introduces and compares two new models of hybrid concrete deep beams, aiming to outperform conventional designs…

A NOVEL HYBRID MODEL OF REINFORCED CONCRETE DEEP BEAMS WITH CURVED HYBRIDIZATION

الباحث الأول: Qasim Mohammed Shakir
الباحثين الآخرين: Hawraa Khalid Hannon
المجلة: Jurnal Teknologi
تاريخ النشر: None
مختصر البحث:
In the present study, a new model of hybrid deep beams has been proposed and discussed. Six specimens are tested experimentally with two types of loading which are one-point and two-point loading and two hybridization models for concrete section. It…

Hybrid Curved Precast Deep Beams Composed Partially from Concrete Made with Recycled Concrete Aggregate

الباحث الأول: Qasim M. Shakir1
الباحثين الآخرين: Asmaa F. Alghazali
المجلة: E3S Web of Conferences
تاريخ النشر: None
مختصر البحث:
The present work presents the results of the experimental investigation of using crushed concrete as recycled coarse aggregates (RCA) and new models of hybrid deep beams. Six specimens of deep beams have been tested under static loads: two specime…

Rehabilitation of partially damaged high strength RC corbels by EB FRP composites and NSM steel bars

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Sarah D. Abdlsaheb
المجلة: Structures
تاريخ النشر: None
مختصر البحث:
In this study, a comparison has been done between the efficiency of repairing of partially damaged high strength self-compacting RC corbels using two techniques, namely are NSM steel bars and CFRP sheets. The experimental program consists of testi…

STRENGTHENING OF THE SELF-COMPACTED REINFORCED CONCRETE CORBELS USING NSM STEEL BARS AND CFRP SHEETS TECHNIQUES

الباحث الأول: QASIM M. SHAKIR
الباحثين الآخرين: SARAH D. ABDLSAHEB
المجلة: Journal of Engineering Science and Technology
تاريخ النشر: None
مختصر البحث:
The present study aims to compare between efficiency of two strengthening techniques, namely CFRP sheets and near surface-mounted (NSM) steel bars in upgrading the high strength self-compacting reinforced concrete corbels. The experimental program c…

High strength self-compacting corbels retrofitted by near surface mounted steel bars

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Sarah D. Abd Alsaheb
المجلة: Pollack Periodica
تاريخ النشر: None
مختصر البحث:
In the present study, a comparison has been conducted to investigate the efficiency of using the nearsurface mounted steel bars technique for strengthening and repairing the damaged reinforced concrete corbels. Three configurations for installing …

Strengthening the Self Compacting Reinforced Concrete Dapped Ends with Near Surface Mounted (NSM) Steel Bar Technique

الباحث الأول: Qasim M. Shakira
الباحثين الآخرين: Ruqyia Alliwea
المجلة: IJASEIT
تاريخ النشر: None
مختصر البحث:
An experimental study has been conducted to explore the response of reinforced self-compacting concrete dapped ends retrofitted with NSM steel bars. Eleven specimens are tested with two shear slenderness ratio values (a/d), namely (1.0 and 1.5). D…

Behavior of high-performance RC composite corbels with inclined stirrups

الباحث الأول: Qasim M. Shakir
المجلة: Can. J. Civ. Eng.
تاريخ النشر: None
مختصر البحث:
In the present work, a new modified arrangement for shear reinforcement in corbels is proposed. Inclined, rather than horizontal, alignment of stirrups was studied. In addition, the performance of composite corbels incorporated with the usual and …

Performance assessment of high strength concrete two-sided corbels with embedded stiffened web-rolled steel

الباحث الأول: Qasim M. Shakir
المجلة: Structures
تاريخ النشر: None
مختصر البحث:
In this work, a new proposal of composite corbels has been suggested based on incorporating a stiffened rolled steel in the RC corbel. The enhancement in response have been investigated in terms of tracking the map of crack propagation at failure,…

Behavior of Pocket-Type High-Strength RC Beams without or with Dapped Ends

الباحث الأول: QASIM M. SHAKIR
الباحثين الآخرين: Sarah A. Hamad
المجلة: Pract. Period. Struct. Des. Constr.
تاريخ النشر: None
مختصر البحث:
The present study aims to compare betweenIn precast grid systems, it is necessary to support the cross beams by the main girders using suitable methods. One of these proposals is by making voids or notches within the webs of the girder to include t…

Behaviour of RC Beams with Strengthened Web Openings under Vertical Loads

الباحث الأول: Sarah A Hamad
الباحثين الآخرين: Qasim M Shakir
المجلة: IOP Conf. Series: Materials Science and Engineering
تاريخ النشر: None
مختصر البحث:
This study aims to investigate experimentally the behavior of self-compacting reinforced concrete beams with in-plane loaded openings strengthened with different techniques in the opening zone. The experimental program consists of testing five spe…

Upgrading of Deficient Disturbed Regions in Precast RC beams with Near Surface Mounted (NSM) Steel Bars

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Ruqyia Alliwe
المجلة: JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES
تاريخ النشر: None
مختصر البحث:
An experimental study has been conducted to explore the response of self-compacting RC drop in- beams retrofitted with NSM steel bars under short-term static loading. Eleven specimens have been tested in this program, each of (200x400x1600 mm) dimen…

A Review on Structural Behavior, Analysis and Design of RC Dapped End Beams

الباحث الأول: Qasim M. Shakir
المجلة: 3rd International Conference on Recent Innovations in Engineering (ICRIE 2020)
تاريخ النشر: None
مختصر البحث:
This paper represents a historical review of the theoretical and experimental studies carried out previously to study the behavior of reinforced concrete dapped end beams. Prestressing is one of the techniques that have been adopted to enhance the…

RETROFITTING OF SELF COMPACTING RC HALF JOINTS WITH INTERNAL DEFICIENCIES BY CFRP FABRICS

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Baneen B. Abd
المجلة: Jurnal Teknologi
تاريخ النشر: None
مختصر البحث:
In this work, an experimental study has been An experimental study has been conducted to scrutinize the response of reinforced self-compacting concrete half joints upgraded with CFRP strips. Fourteen RC half joints have been tested. Two values of …

Response of innovative high strength reinforced concrete encased-composite corbels

الباحث الأول: Qasim M. Shakir
المجلة: Structures
تاريخ النشر: None
مختصر البحث:
This work is devoted to discuss experimentally the behavior of high strength reinforced concrete (R.C.) encased corbels using the available commercial W-shape rolled steel. Eight specimens are tested and two shear slenderness ratio are considered,…

Strengthening of Self-Consolidating High Strength RC Dapped Ends with CFRP Fabrics

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Baneen B. Abd
المجلة: JOURNAL OFMATERIALS AND ENGINEERING STRUCTURES
تاريخ النشر: None
مختصر البحث:
In this work, an experimental study has been conducted to investigate the behavior of self-consolidating high strength reinforced concrete dapped end beams upgraded with CFRP composites. A series of 14-specimens have been tested, each of with length…

Strengthening of Self-Consolidating High Strength RC Dapped Ends with CFRP Fabrics

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Baneen B. Abd
المجلة: JOURNAL OFMATERIALS AND ENGINEERING STRUCTURES
تاريخ النشر: None
مختصر البحث:
In this work, an experimental study has been conducted to investigate the behavior of self-consolidating high strength reinforced concrete dapped end beams upgraded with CFRP composites. A series of 14-specimens have been tested, each of with length…

The Behavior of High Strength Self-Compacting Reinforced Concrete Corbels Strengthened with NSM Steel Bars

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Hayder H. H. Kamonna
المجلة: Int. J. on advanced science Eng. Information technonlogy
تاريخ النشر: None
مختصر البحث:
An experimental investigation conducted with studying the behavior high strength self-compacting reinforced concrete corbels strengthened with NSM steel bars. The experimental work involved testing ten corbel specimens. They are categorized into tw…

Nonlinear Analysis of Continuous Concrete Slabs Reinforced with BFRP and CFRP Bars

الباحث الأول: Qasim M Shakir
الباحثين الآخرين: Hayder HH Kamonna
المجلة: ENAR 2018 conference
تاريخ النشر: None
مختصر البحث:
In this work study, a non-linear analysis has been conducted to investigate the performance of the one –way concrete slabs reinforced with basalt fiber reinforced polymer (BFRP) and carbon fiber reinforced polymer (CFRP) bars under static loading.…

BEHAVIOR OF R.C. FLANGED BEAMS WITH SEVERAL CONFIGURATIONS OF SHEAR REINFORCEMENT

الباحث الأول: Qasim M. Shakir
الباحثين الآخرين: Ammar A. Al-salami
المجلة: 1st Inter. Conf. on security, progress and sustainable development of border areas, territorial and
تاريخ النشر: None
مختصر البحث:
In the present work, an experimental study is conducted to investigate the performance of lightly reinforced concrete flanged beams with stirrups having triangular shape under two-point static loading. Such beams are considered as the basic units of…

Nonlinear Analysis of Reinforced Concrete Beams Strengthened by Prestressed CFRP Sheets under Static Loads

الباحث الأول: Qasim M Shakir
الباحثين الآخرين: Hayder HH Kamonna
المجلة: Jordan Journal of Civil Engineering
تاريخ النشر: None
مختصر البحث:
A nonlinear finite element study has been conducted to evaluate the efficiency of the technique of strengthening reinforced concrete beams under static loads. No time-dependent effects (creep and shrinkage... etc.) are considered in this work. Thi…

."Nonlinear Analysis of reinforced Concrete Vierendeel Trusses"

الباحث الأول: Qassim M. Shakir
الباحثين الآخرين: Hayder H. H. Kamonna Mohammed A. Attia
المجلة: مجلة كلية الهندسة جامعة الكوفة
تاريخ النشر: None
مختصر البحث:
Abstract: This paper considers the practical application of nonlinear models in the analysis of Vierendeel truss. Results of some analyses performed using the reinforced concrete model of the general purpose finite element code ANSYS which had bee…

Non-Linear Analysis of RC Beam-Column Joints under Static Loads' and ,,

الباحث الأول: Qassim M. Al-Abbasi
الباحثين الآخرين: Muslim. A. Al-Temmemi
المجلة: مجلة جامعة الكوفة
تاريخ النشر: None
مختصر البحث:
beam-column joints. The 20-noded isoparametric brick element is adopted to represent concrete. The steel bars are idealized as axial members embedded within the concrete .full contact between steel and concrete is assumed. The material nonlineari…

Analysis of Ferrocement Sections

الباحث الأول: Qassim M. Shakir
المجلة: مجلة جامعة بابل
تاريخ النشر: None
مختصر البحث:
The analysis is based on the ultimate strength method and the must commonly used types of wire meshes have been considered . The effects of number of layers

Nonlinear Analysis of Space Structures under Dynamic Loads

الباحث الأول: Qassim M. Shakir Al-Abbasi
المجلة: مجلة جامعة بابل
تاريخ النشر: None
مختصر البحث:
theoretical analysis is presented for estimating the in-space large displacement elastic stability behavior of structures subjected to either proportional or non-proportional dynamic loads. The analysis adopts the beam-column approach, which mode…

Non-linear Analysis of High Strength Reinforced Concrete Beams with Large Openings

الباحث الأول: Qasim M. Shakir
المجلة: Jordan Journal of Civil Engineering
تاريخ النشر: None
مختصر البحث:
ABSTRACT In the present work, a non-linear finite element (FEM) analysis has been conducted in order to investigate the performance of high strength R.C. beams including large openings. Seven beams have been considered with different opening size…

NONLINEAR ANALYSIS OF R.C. BEAMS STRENGTHENED USING PRE-STRESSED NSM CFRP RODS

الباحث الأول: Qasim M. Shakir
المجلة: KUFA JOURNAL OF ENGINEERING
تاريخ النشر: None
مختصر البحث:
Abstract A nonlinear finite element study has been conducted to investigate the effectiveness of strengthening RC beams with pre-stressed NSM CFRP rods in enhancing the flexural strength of the beams. Four beams have been considered. One acted as c…

المحاضرات

الأخبار والإعلانات

نشر مقالة الخرسانة مسبقة الجهد

النوع: الإعلانات
التاريخ: 7 يوليو، 2018
التفاصيل:
http://eng.uokufa.edu.iq/archives/4956

نشر مقالة القناطر الصندوقية الخرسانية المسلحة

النوع: الإعلانات
التاريخ: 8 يوليو، 2018
التفاصيل:
http://eng.uokufa.edu.iq/archives/4962

الحصول على شكر وتقدير من مؤسسة اليسفير

النوع: الأخبار
التاريخ: 8 يناير، 2020
التفاصيل:
تقييم بحث علمي لمجلة (Structures(Q1

الحصول على شكر وتقدير من رئاسة مؤتمر جامعة كربلاء

النوع: الأخبار
التاريخ: 8 يناير، 2020
التفاصيل:
تقييم بحث علمي

الحصول على شكر وتقدير من رئيس الجامعة

النوع: الأخبار
التاريخ: 8 يناير، 2020
التفاصيل:
نشر بحث علمي في مجلة علمية تصنيف Q2

قبول نشر بحث علمي

النوع: الأخبار
التاريخ: 9 يناير، 2020
التفاصيل:
تم قبول نشر بحث علمي في مجلة ماليزية متخصصة بتصنيف Q2