عباس حرج محمد

حصل على شهادة البكالوريوس في الهندسة المدنية من جامعة بغداد سنة 1998 وحصل على شهادة الماجستير في اختصاص الانشاءات  من من جامعة بغداد سنة 2001. وحصل على شهادة الدكتوراة في الهندسة المدنية /انشاءات من جامعة غازي عنتاب / تركيا سنة 2018 . حاليا يعمل كتدريسي (مدرس) في كلية الهندسة / جامعة ديالى منذ سنة 2005 لغاية الان اهتماماته البحثية تحليل وتصميم المنشات الخرسانية المسلحة
   
Mohammed, A.H. and Taysi, N., 2017. Modelling of bonded and unbonded post-tensioned concrete flat slabs under flexural and thermal loading. Structural Engineering and Mechanics62(5), pp.595-606

Mohammed, A.H., Tayşi, N., Nassani, D.E. and Hussein, A.K., 2017. Finite element analysis and optimization of bonded post-tensioned concrete slabs. Cogent Engineering4(1), p.1341288.

Mohammed, A.M., Abdul-Razzaq, K.S., Tayşi, N. and FAQE, A., 2017. Modelling of Bonded Post-Tensioned Concrete Cantilever Beams under Flexural Loading. Civil Engineering Journal (July 2017)3(7), pp.463-479.

Nassani, D.E., Hussein, A.K. and Mohammed, A.H., 2017, August. Comparative Response Assessment of Steel Frames With Different Bracing Systems Under Seismic Effect. In Structures (Vol. 11, pp. 229-242). Elsevier.

Abdul-Razzaq, K.S., Mohammeda, A.H. and Mohammedalia, T.K., 2018. Finite Element Modeling of Post-Tensioned Two-Way Concrete Slabs under Flexural Loading. Civil Engineering Journal4(1), pp.1-10.

Abdul-Razzaq, K.S., Jebur, S.F. and Mohammed, A.H., 2018. Concrete and steel strengths effect on deep beams with reinforced struts. International Journal of Applied Engineering Research13(1), pp.66-73.

Mohammed, A.H., Nassani, D.E., Tayşi, N. and Hussein, A.K., 2018. Nonlinear Finite Element Model for the Optimization of Post-Tensioned One-Way Concrete Slab. KSCE Journal of Civil Engineering22(7), pp.2519-2527.

Abdul-Razzaq, K.S., Jebur, S.F. and Mohammed, A.H., 2018. Strut and Tie Modeling for RC Deep Beams under non-Central Loadings. Civil Engineering Journal4(5), pp.937-948.

Abbas, A.L., Mohammed, A.H. and Abdul-Razzaq, K.S., 2018. Finite Element Analysis and Optimization of Steel Girders with External Prestressing. Civil Engineering Journal4(7), pp.1490-1500.
Al‐Fouadi, W.K., Mohammed, A.H. and Abdullah, K., 2019. Experimental and analytical study on behavior of pull‐out failure of reinforcing bar embedded in concrete blocks. Structural Concrete20(1), pp.171-184.
Mohammed, A.H. and Abdul-Razzaq, K.S., 2018. Optimum Design of Steel Trapezoidal Box-Girders Using Finite Element Method. International Journal of Engineering & Technology7(4.20), pp.325-328.
Jalil, A.M., Hamood, M.J., Abdul-Razzaq, K.S. and Mohammed, A.H., 2018. Applying Different Decentralized Loadings on RC Continuous Deep Beams using STM. International Journal of Civil Engineering and Technology (IJCIET)9(11), pp.2752-2769.
Abdul-Razzaq, K.S., Jalil, A.M. and Mohammed, A.H., 2018. Applying Various Types of Loading on Continuous Deep Beams Using Strut and Tie Modelling. International Journal of Engineering & Technology (IJET)7(4.2), pp.251-258.
Abdul-Razzaq, K.S., Dawood, A.A. and Mohammed, A.H., 2019, May. A Review of Previous Studies on the Reinforced Concrete Corbels. In IOP Conference Series: Materials Science and Engineering (Vol. 518, No. 2, p. 022057). IOP Publishing.
Abdul-Razzaq, K.S., Mohammed, A.H. and Mohammedali, T.K., 2019. SUGGESTING DEFLECTION EXPRESSIONS FOR RC 2-WAY SLABS. International Journal of Civil Engineering and Technology (IJCIET)10(2).

Mohammedali, T.K., Jalil, A.M., Abdul-Razzaq, K.S. and Mohammed, A.H., 2019. STM EXPERIMENTAL VERIFICATION FOR REINFORCED CONCRETE CONTINUOUS DEEP BEAMS. International Journal of Civil Engineering and Technology (IJCIET)10(2), pp.2227-2239.

H Mohammed, A., Abdul-Razzaq, K.S., D Khalaf, R. and K Hussein, A., 2019. Suggesting Deflection Expressions for RC Beams. International Journal of Civil Engineering and Technology10(3).

 

 

 

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