Publication List
PUBLICATIONS AND PATENTS
PATENTS
UNITED STATES PATENT NO: US 9,127,457 B2, Sep. 8, 2015, Machine for deforming and cutting plastic strips for enhancing concrete, Mohammad J. M. Al-Shannag, and Abdulrahman M. Alhozaimy, King Saud University.
- SELECTED JOURNAL PUBLICATIONS:
[1] Shannag, M. J., “High Strength Concrete Containing Natural Pozzolan and Silica Fume”, Journal of Cement and Concrete Composites, 22, 2000, pp. 399-406.
[2] Shannag, M. J., High Performance Cementitious Grouts for Structural Repair, Journal of Cement and Concrete Research, 32, 2, 2002, pp. 803-808.
[3] Shannag, M. J., Bending Behavior of Ferrocement Plates in Sodium and Magnesium Sulfates Solutions, Cement and Concrete Composites, 30, 2008, pp. 597-602.
[4] Shannag, M. J.,Characteristics of lightweight concrete containing mineral admixtures,Construction and Building Materials, 25, 2011, pp. 658-662.
[5] Shannag, M. Jamal, Abu-Dayya, Nabeela, Abu-Farsakh, Ghazi, Lateral load response of high performance fiber reinforced concrete beam-column joints, Construction and Building Materials, 19, 2005, pp. 500-508.
[6] Shannag, M. J., Shaia, H. A., “Sulfate resistance of high performance concrete,” Cement and Concrete Composites, 25 (2003) 363-369.
[7] Shannag, M. Jamal, Bin Ziyyad, Tareq, Flexural response of ferrocement with fibrous cementitious matrices, Construction and Building Materials, 21, 2007, pp. 1198-1205.
[8] Shannag, M. J., Alhassan, M. A., Seismic upgrade of interior beam-column subassemblages with high-performance fiber-reinforced concrete jackets, ACI Structural Journal, 102, 1, 2005, pp. 131-138.
[9] Shannag, M. Jamal, Haddad, Rami, Properties of metakaolin high-strength cementitious grouts, Journal of ASTM International, 2, No. 7, 2005.
[10] Shannag, and Yeginobali: “Properties of Cements, Mortars, and Concretes, containing Natural Pozzolan”, Journal of Cement and Concrete Research, 25, 3, 1995, pp. 647-65.
[11] Shannag, M.J., Shehab, S.M., “Flowable High Strength Cementitious Matrices for Ferrocement Applications, Construction and Building Materials Journal, 36, 2012, pp 933-939.
[12] Shannag, M. Jamal, Al-Ateek, Suzan A., “Flexural behavior of strengthened concrete beams with corroding reinforcement”, Construction and Building Materials, 20, 2006, pp. 834-840.
[13] Shannag, M., and Hansen, W., “Tensile Properties of Fiber-Reinforced Very High Strength DSP Mortar” Magazine of Concrete Research, 52, 2, 2000, pp. 101-108.
[14] Shannag, M., Al-Rousan, R., “Shear strengthening of high strength reinforced concrete beams using fibrous composites, Magazine of Concrete Research, 56, 7, 2004, pp. 419-428.
[15] Al-Shannag, M.J., Charif, A., Bond behavior of steel bars embedded in concretes made with natural lightweight aggregates, Journal of King Saud University – Engineering Sciences 29 (2017) 365–372.
[16] Shannag, M., Barakat, S., Abdul-Kareem, M., “Cyclic Behavior of HPFRC-Repaired Reinforced Interior Beam-Column Joints” Journal of Materials and Structures,RILEM, 35, 2002, pp 348-356.
[17] Shannag, M., Barakat, S., Jaber, F., “Structural Repair of Shear-Deficient Reinforced Concrete Beams Using SIFCON”, Magazine of Concrete Research, 53, No. 6, 2001, pp. 391-403.
[18] Shannag, M. Jamal, Abu-Farsakh, Ghazi, Abu-Dayya, Nabeela, Modeling the cyclic response of fiber reinforced concrete joints, Engineering Structures, 29, 2007, 2960-2967.
[19] Shannag, M., Hansen, W., and Tjiptobroto, P.: “Interface Debonding in Fiber-Reinforced Cement-Matrix Composites”, Journal of Composite Materials, 33, 2, 1999, pp. 158-175.
[20] Shannag, M., Brincker R., and Hansen, W., “Pullout behavior of steel fibers from cement-based composites”, Journal of Cement and Concrete Research, 27, 6, 1997, pp. 925-936.
[21] Shannag, Brincker, and Hansen: “Interfacial (Fiber-Matrix) Properties of High Strength Mortar (150 MPa) From Fiber Pullout.” ACI Materials Journal, 93, 5 1996. pp. 480-486.
[22] Shannag, M.J., Al-Akhras, N.M., Mahdawi, S.F., Flexure strengtheninig of lightweight reinforced concrete beams using carbon fiber-reinforced polymers, Journal of Structure and infrastructure Engineering, 2013,
doi.org/10.1080/15732479.2012.757790.
[23] M. Jamal Shannag, Abdelhamid Charif, Saleh Dghaither, Developing structural lightweight concrete using volcanic scoria available in Saudi Arabia, Arabian Journal for Science and Engineering, 2014, 39: pp 3525-3534.
[24] Shehab, S.M., Shannag, M.J., “Repair and strengthening of reinforced concrete square columns using ferrocement jackets”, Journal of Cement and Concrete Composites, 34, 2012, 288-294.
[25] Krstulovic, N., Shannag, M., “Compressive Behavior of Slurry Infiltrated Mat Concrete”, ACI Materials Journal, 96, 3, 1999, pp. 367-377.
[26] Krstulovic, N., Shannag, M., “Slurry Infiltrated Mat Concrete (SIMCON)- Based Shear Retrofit of Reinforced Concrete Members”, ACI Structural Journal, 96, 1, 1999, pp. 105-114.
[27] Alhozaimy, A.M., Shannag, M.J., Performance of Concretes Reinforced with Recycled Fibers, Magazine of Concrete Research, 61, 4, 2009, pp. 293-298.
[28] Haddad, R., Shannag, M.J., Performance of Jordanian Masonry Cement for Construction Purposes, Jordan Journal of Civil Engineering, 2, 1, 2008, pp. 20-31.
[29] Haddad, R. H., Shannag, M. J., Al-Hambouth, M. T., Repair of Reinforced Concrete Beams Damaged by Alkali-Silica Reaction, ACI Structural Journal, 105, 2, 2008, pp. 145-153.
[30] Haddad, Rami, H., Shannag, M. Jamal, Moh’d, A., Repair of heat-damaged RC shallow beams using advanced composites, Materials and Structures Journal, RILEM, 41, 2007, pp. 287-299.
[31] Al-Tulaian, B.S., Al-Shannag, M.J., Al-Hozaimy, A.R., Recycled plastic waste fibers for reinforcing Portland cement mortar, Construction and Building Materials,127(2016) 102-110.
[32] Haddad, R. H., Shannag, M. J., Hamad, R. J., Repair of heat-damaged reinforced concrete T-beams using FRC jackets, Magazine of Concrete Research, 59, No. 3, 2007, pp. 223-231.
[33] Abdelhamid Charif, M. Jamal Shannag Saleh Dghaither, Ductility of reinforced lightweight concrete beams and columns, Latin American Journal of Solids and Structures, 11, 2014, pp 1251-1274.
[34] Al-Akhras, N.M., Shannag, M.J., Malkawi, A.B., Evaluation of shear-deficient lightweight RC beams retrofitted with adhesively bonded CFRP sheets, European Journal of Environmental and Civil Engineering, 2015, doi.org/10.1080/19648189.2015.1084383.
[35] Shbeeb, N.I., Al-Akhras, N.M., Shannag, M.J., Alfendi, H.R., Strengthening of Lightweight Reinforced Concrete Slabs Using Different Techniques, The IES Journal Part A : Civil and Structural Engineering, 5, 1, 2012.
[36] Aldossari, K.M., Elsaigh, W.A., Alshannag, M.J., High-strength steel-fibre-reinforced concrete: potential use for ground slabs applications, Proceedings of the Institution of Civil Engineers - Transport, 2017, pp 1-10, doi.org/10.1680/jtran.15.00118.
- SELECTED INTERNATIONAL CONFERENCES PUBLICATIONS
[1] M. Jamal Shannag, Saleh Aldghaither, Abdelhamid Charif, Flexural Response of Concretes Containing Natural Lightweight Aggregates, International Conference on Civil Engineering and Applied Mechanics, Turkey, June 2013.
[2] Shannag, M.J. High Strength Ferrocement Laminates for Structural Repair, Third international conference on concrete repair, Itally, Vinice, 29th June to 2nd July, 2009.
[3] Shannag, M., Al- Ateek, S. Repair of Reinforced Concrete Beams Undergoing Reinforcement Corrosion Using Fiber Composites International Conference on Advanced Materials for Construction of Bridges, Buildings and other Structures III, September 7-12, 2003, Davos, Switzerland.
[4] M. Shannag, S. Barakat, M. Kareem, “Repair of Concrete Beam-Column Joints using Fibrous Composites”, International Congress on Challenges of Concrete Construction, 5-9 September, 2002 Dundee, Scotland.
[5] Shannag, M., Jaber, F., Barakat, S., “Strengthening of Reinforced Concrete Beams using High Performance Cementitious Composites”, 7th International Conference on Inspection Appraisal , Repairs, & Maintenance of Buildings & Structures, 11-13 september, 2001, Nottingham, U.K.
[6] Shannag, M., Fibrous composites for improved durability of reinforced concrete beams, 7th International Conference on Concrete Technology in Developing Countries, 5-8 October 2004, Kuala Lumpur, Malaysia.
[7] Shannag, M., Barakat, S., Kareem, M., “The Use of High Performance Fiber Reinforced Cementitious Composites for Seismic Rehabilitation, 6th International Conference on Concrete Technology for Developing Countries, Amman, Jordan, October, 2002.
[8] Shannag, M., “The Effect of Steel Fibers and Main Reinforcement on Tensile Response of Densified Systems of Concrete (DSP)”, 5th International Conference on Concrete Technology for Developing countries, 17-19 November 1999, New Delhi, India.
[9] M. Shannag, A. Charif, S. Naser, F. Faisal, A. Karim, Structural Behavior of Lightweight Concrete Made With Scoria Aggregates and Mineral Admixtures, International Conference on Civil, Structural and Environmental Engineering, Issue 85, pp 334-338, London, January 2014.
[10] Mourad, S.M., Shannag, M.J., Repairing reinforced concrete rectangular columns using ferrocement laminates, Concrete Solutions 2011, 26th to 28th September, 2011, Dresden, Germany.
[11] Shannag, M. J.: “Pullout Characteristics of Steel Fibers from very High Strength Cementitious Matrices”, Fourth International Conference on Concrete Technology in Developing Countries, Gazimagusa, Turkey, November, 1996.
[12] Salman AlNasser, M. Jamal Shannag, Abdelhamid Charif, Proceedings of the Second International Conference on Advances in Civil, Structural, and Environmental Engineering,-ACSEE 2014, Institue of research Engineers and Doctors, USA.
[13] Aldossari, K., Elsaigh, W., Shannag, M., 'Effect of Steel Fibers on Flexural Behavior of Normal and High Strength Concrete', International Conference on Civil, Architectural Science and Engineering, 8(1), 21 – 26, Zurich, January 2014.
Various combinations of a local natural pozzolan and silica fume were used to produce workable high to very high strength mortars and concretes with a compressive strength in the range of 69-110…
Laboratory investigation was undertaken to develop high-performance cement-based grouts for infiltrating fiber-reinforced cementitious composites that makes them ideally suited for structural…