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Fahed Alrshoudi
Department of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia

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Journal article
Published: 16 August 2021 in Polymers
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Although free-cement-based alkali-activated paste, mortar, and concrete have been recognised as sustainable and environmental-friendly materials, a considerable amount of effort is still being channeled to ascertain the best binary or ternary binders that would satisfy the requirements of strength and durability as well as environmental aspects. In this study, the mechanical properties of alkali-activated mortar (AAM) made with binary binders, involving fly ash (FA) and granulated blast-furnace slag (GBFS) as well as bottle glass waste nano-silica powder (BGWNP), were opti-mised using both experimentally and optimisation modelling through three scenarios. In the first scenario, the addition of BGWNP varied from 5% to 20%, while FA and GBFS were kept constant (30:70). In the second and third scenarios, BGWNP (5–20%) was added as the partial replacement of FA and GBFS, separately. The results show that the combination of binary binders (FA and GBFS) and BGWNP increased AAM’s strength compared to that of the control mixture for all scenarios. In addition, the findings also demonstrated that the replacement of FA by BGWNP was the most significant, while the effect of GBFS replacement by BGWNP was less significant. In particular, the highest improvement in compressive strength was recorded when FA, GBFS, and BGWNP were 61.6%, 30%, and 8.4%, respectively. Furthermore, the results of ANOVA (p values < 0.0001 and high F-values) as well as several statistical validation methods (R > 0.9, RAE < 0.1, RSE < 0.013, and RRSE < 0.116) confirmed that all the models were robust, reliable, and significant. Similarly, the data variation was found to be less than 5%, and the difference between the predicted R2 and adj. R2 was very small (<0.2), thus confirming that the proposed non-linear quadratic equations had the capability to predict for further observation. In conclusion, the use of BGWNP in AAM could act as a beneficial and sustainable strategy, not only to address environmental issues (e.g., landfill) but to also enhance strength properties.

ACS Style

Hassan Amer Algaifi; Abdeliazim Mustafa Mohamed; Eyad Alsuhaibani; Shahiron Shahidan; Fahed Alrshoudi; Ghasan Fahim Huseien; Suhaimi Abu Bakar. Optimisation of GBFS, Fly Ash, and Nano-Silica Contents in Alkali-Activated Mortars. Polymers 2021, 13, 2750 .

AMA Style

Hassan Amer Algaifi, Abdeliazim Mustafa Mohamed, Eyad Alsuhaibani, Shahiron Shahidan, Fahed Alrshoudi, Ghasan Fahim Huseien, Suhaimi Abu Bakar. Optimisation of GBFS, Fly Ash, and Nano-Silica Contents in Alkali-Activated Mortars. Polymers. 2021; 13 (16):2750.

Chicago/Turabian Style

Hassan Amer Algaifi; Abdeliazim Mustafa Mohamed; Eyad Alsuhaibani; Shahiron Shahidan; Fahed Alrshoudi; Ghasan Fahim Huseien; Suhaimi Abu Bakar. 2021. "Optimisation of GBFS, Fly Ash, and Nano-Silica Contents in Alkali-Activated Mortars." Polymers 13, no. 16: 2750.

Research article
Published: 19 February 2021 in Advances in Civil Engineering
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There has been a rising interest in utilising textile reinforcement such as carbon tows in constructing concrete components to enhance the performance of conventional reinforced concrete. Textile-reinforced concrete (TRC) has been used as a construction material mostly as primary reinforcement. However, the structural performance of TRC members has not been investigated in depth. Therefore, to better understand TRC beams’ behaviour under bending load, a widespread experimental investigation was conducted. The results of tensile stress-strain, load-deflection, moment-curvature, and tension stiffening behaviours of TRC beams were associated with conventional steel-reinforced concrete (SRC) beams. In this study, the four-point bending and tensile strength tests were performed. The results revealed that, unlike the stress-strain behaviour observed in steel, textile reinforcement does not exhibit yielding strain. The flexural behaviour of TRC beams shows no similarity to that of SRC beams at postcracking formation. Besides, the moment capacity and tension stiffening of TRC beams were found 56% and 7 times higher than those of SRC beams, respectively. Therefore, in light of these results, it can be said that TRC beams behaviour differs from that of SRC beams.

ACS Style

Fahed Alrshoudi. Behaviour of Textile-Reinforced Concrete Beams versus Steel-Reinforced Concrete Beams. Advances in Civil Engineering 2021, 2021, 1 -8.

AMA Style

Fahed Alrshoudi. Behaviour of Textile-Reinforced Concrete Beams versus Steel-Reinforced Concrete Beams. Advances in Civil Engineering. 2021; 2021 ():1-8.

Chicago/Turabian Style

Fahed Alrshoudi. 2021. "Behaviour of Textile-Reinforced Concrete Beams versus Steel-Reinforced Concrete Beams." Advances in Civil Engineering 2021, no. : 1-8.

Article
Published: 06 January 2021 in International Journal of Steel Structures
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This paper presents an experimental and finite element (FE) investigation into the local-overall buckling interaction behaviour of axially loaded cold-formed steel (CFS) channel section columns. Current design guidelines from the American Iron and Steel Institute (AISI) and the Australian and New Zealand Standards (AS/NZS) recommend the use of a non-dimensional strength curve for determining the axial capacity of such CFS channel section columns. This study has reviewed the accuracy of the current AISI (2016), AS/NZS (2018) and Eurocode (EN 1993-1-3) design guidelines for determining the axial capacity of CFS channel sections under local-overall buckling interaction failure. A total of 40 tests were conducted on CFS channel sections covering stub, short, intermediate, and slender columns with varying thicknesses. A nonlinear FE model was then developed and validated against the test results. The validated FE model was used to conduct a parametric study comprising 70 FE models to review the accuracy of the current design guidelines in accordance with AISI (2016), AS/NZS (2018) and Eurocode (EN 1993-1-3). It was found that the AISI (2016) and AS/NZS (2018) are conservative by 10 to 15% on average when determining the axial capacity of pin-ended CFS channel section columns undergoing local-overall buckling interaction. Eurocode (EN 1993-1-3) design rules were found to lead to considerably more conservative predictions of column axial load capacity for CFS channels.This paper has therefore proposed modifications to the current design rules of AISI (2016) and AS/NZS (2018). The accuracy of proposed design rules was verified using the FE analysis and test results of CFS channel section columns undergoing local-overall buckling interaction.

ACS Style

Krishanu Roy; Tina Chui Huon Ting; Hieng Ho Lau; Rehan Masood; Rayed Alyousef; Hisham Alabduljabbar; Abdulaziz Alaskar; Fahed Alrshoudi; James B. P. Lim. Cold-Formed Steel Lipped Channel Section Columns Undergoing Local-Overall Buckling Interaction. International Journal of Steel Structures 2021, 1 -22.

AMA Style

Krishanu Roy, Tina Chui Huon Ting, Hieng Ho Lau, Rehan Masood, Rayed Alyousef, Hisham Alabduljabbar, Abdulaziz Alaskar, Fahed Alrshoudi, James B. P. Lim. Cold-Formed Steel Lipped Channel Section Columns Undergoing Local-Overall Buckling Interaction. International Journal of Steel Structures. 2021; ():1-22.

Chicago/Turabian Style

Krishanu Roy; Tina Chui Huon Ting; Hieng Ho Lau; Rehan Masood; Rayed Alyousef; Hisham Alabduljabbar; Abdulaziz Alaskar; Fahed Alrshoudi; James B. P. Lim. 2021. "Cold-Formed Steel Lipped Channel Section Columns Undergoing Local-Overall Buckling Interaction." International Journal of Steel Structures , no. : 1-22.

Journal article
Published: 06 September 2020 in Crystals
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Pre-packed aggregate fibre-reinforced concrete (PAFRC) is an innovative type of concrete composite using a mixture of coarse aggregates and fibres which are pre-mixed and pre-placed in the formwork. A flowable grout is then injected into the cavities between the aggregate mass. This study develops the concept of a new PAFRC, which is reinforced with polypropylene (PP) waste carpet fibres, investigating its mechanical properties and impact resistance under drop weight impact load. Palm oil fuel ash (POFA) is used as a partial cement replacement, with a replacement level of 20%. The compressive strength, impact resistance, energy absorption, long-term drying shrinkage, and microstructural analysis of PAFRC are explored. Two methods of grout injection are used—namely, gravity and pumping methods. For each method, six PAFRC batches containing 0–1.25% fibres (with a length of 30 mm) were cast. The findings of the study reveal that, by adding waste PP fibre, the compressive strength of PAFRC specimens decreased. However, with longer curing periods, the compressive strength enhanced due to the pozzolanic activity of POFA. The combination of fibres and POFA in PAFRC mixtures leads to the higher impact strength energy absorption and improved ductility of the concrete. Furthermore, drying shrinkage was reduced by about 28.6% for the pumping method PAFRC mix containing 0.75% fibres. Due to the unique production method of PAFRC and high impact resistance and energy absorption, it can be used in many pioneering applications.

ACS Style

Fahed Alrshoudi; Hossein Mohammadhosseini; Rayed Alyousef; Mahmood Md. Tahir; Hisham Alabduljabbar; Abdeliazim Mustafa Mohamed. The Impact Resistance and Deformation Performance of Novel Pre-Packed Aggregate Concrete Reinforced with Waste Polypropylene Fibres. Crystals 2020, 10, 788 .

AMA Style

Fahed Alrshoudi, Hossein Mohammadhosseini, Rayed Alyousef, Mahmood Md. Tahir, Hisham Alabduljabbar, Abdeliazim Mustafa Mohamed. The Impact Resistance and Deformation Performance of Novel Pre-Packed Aggregate Concrete Reinforced with Waste Polypropylene Fibres. Crystals. 2020; 10 (9):788.

Chicago/Turabian Style

Fahed Alrshoudi; Hossein Mohammadhosseini; Rayed Alyousef; Mahmood Md. Tahir; Hisham Alabduljabbar; Abdeliazim Mustafa Mohamed. 2020. "The Impact Resistance and Deformation Performance of Novel Pre-Packed Aggregate Concrete Reinforced with Waste Polypropylene Fibres." Crystals 10, no. 9: 788.

Journal article
Published: 29 August 2020 in Journal of Building Engineering
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The prepacked aggregates fiber-reinforced concrete (PAFRC) is an innovative type of concrete composites that recently has gained popularity and pulled the attention of researchers worldwide. The PAFRC components can be manufactured by initially placing the mixture of coarse aggregates with various sizes and shapes and short fibers in the designed molds and then grouted with an especially ready mix mortar. Although prepacked aggregate concrete (PAC) or two-stage concretes have been used widely as construction materials, long-term performance, particularly in aggressive environments, have not been studied. Therefore, the current study investigated the long-term strength properties, resistance against acid and sulfate environments, as well as thermal properties. Two methods of grouting were used, namely, gravity and pumping. For each method, a total of six mixes comprising 30 mm length waste polypropylene (PP) fibers at dosages of 0-1.25% was prepared. The outcomes of the study revealed that the PAFRC specimens obtained a remarkable improvement in the long-term strength values. The findings expose that the rates of sulfate and acid attacks, in terms of mass and strength losses, were controlled significantly by adding PP fibers and POFA into PAFRC specimens. The combination of PP fibers and POFA, which provides a denser microstructure, resulted in the lower depth of carbonation and better performance of PAFRC specimens to delay the time of heat transfer to the middle part of concrete.

ACS Style

Hossein Mohammadhosseini; Fahed Alrshoudi; Mahmood Md. Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef R. Alharbi; Abdulaziz Alsaif. Durability and thermal properties of prepacked aggregate concrete reinforced with waste polypropylene fibers. Journal of Building Engineering 2020, 32, 101723 .

AMA Style

Hossein Mohammadhosseini, Fahed Alrshoudi, Mahmood Md. Tahir, Rayed Alyousef, Hussam Alghamdi, Yousef R. Alharbi, Abdulaziz Alsaif. Durability and thermal properties of prepacked aggregate concrete reinforced with waste polypropylene fibers. Journal of Building Engineering. 2020; 32 ():101723.

Chicago/Turabian Style

Hossein Mohammadhosseini; Fahed Alrshoudi; Mahmood Md. Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef R. Alharbi; Abdulaziz Alsaif. 2020. "Durability and thermal properties of prepacked aggregate concrete reinforced with waste polypropylene fibers." Journal of Building Engineering 32, no. : 101723.

Journal article
Published: 28 August 2020 in Construction and Building Materials
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The prepacked aggregates fiber-reinforced concrete (PAFRC) is an innovative type of concrete composites that recently has gained popularity and pulled the attention of researchers worldwide. The preparation of PAFRC, which is a novel developed concrete, comprises the placing and packing of coarse aggregates with different sizes and short fibers in a formwork, and the spaces between the aggregates are then filled through the injection of cement grout with high flowability. Fire is one of the most disparaging reasons for the collapse of the concrete structures. Therefore, this study aims to investigate the influence of waste polypropylene (PP) fibers on the mechanical and microstructural properties of PAFRC at elevated temperatures of up to 600 °C. Five mixes comprising fiber volume fractions from 0 to 1.0% with a length of 30 mm were cast by gravity technique. Another five mixtures with the same fiber volume fractions were cast using a pump to inject the grout into the formwork. Additionally, palm oil fuel ash (POFA) was used at the substitution level of 20%. The fire resistance of the PAFRC specimens was then measured in terms of mass loss, ultrasonic pulse velocity, compressive and tensile strengths. The role of fibers was inspected through the analysis of the microstructure in terms of scanning electron microscopy. Besides, the experimental outcomes were statistically analyzed. The findings revealed that the waste PP fiber reinforcement in combination with POFA in PAFRC mixes turned out to deliver high resistance against elevated temperatures by the reduction in spalling and losses in the mass of specimens. The positive interaction between fibers and POFA subsequently led to the higher compressive and tensile strength values of PAFRC specimens at high temperatures. Moreover, the outcomes indicated that PP fibers and POFA are promising materials for the production of PAFRC with satisfactory fire resistance.

ACS Style

Hossein Mohammadhosseini; Fahed Alrshoudi; Mahmood Md. Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef R. Alharbi; Abdulaziz Alsaif. Performance evaluation of novel prepacked aggregate concrete reinforced with waste polypropylene fibers at elevated temperatures. Construction and Building Materials 2020, 259, 120418 .

AMA Style

Hossein Mohammadhosseini, Fahed Alrshoudi, Mahmood Md. Tahir, Rayed Alyousef, Hussam Alghamdi, Yousef R. Alharbi, Abdulaziz Alsaif. Performance evaluation of novel prepacked aggregate concrete reinforced with waste polypropylene fibers at elevated temperatures. Construction and Building Materials. 2020; 259 ():120418.

Chicago/Turabian Style

Hossein Mohammadhosseini; Fahed Alrshoudi; Mahmood Md. Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef R. Alharbi; Abdulaziz Alsaif. 2020. "Performance evaluation of novel prepacked aggregate concrete reinforced with waste polypropylene fibers at elevated temperatures." Construction and Building Materials 259, no. : 120418.

Journal article
Published: 12 August 2020 in Crystals
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The utilisation of waste plastic and polymeric-based materials remains a significant option for clean production, waste minimisation, preserving the depletion of natural resources and decreasing the emission of greenhouse gases, thereby contributing to a green environment. This study aims to investigate the resistance of concrete composites reinforced with waste metalised plastic (WMP) fibres to sulphate and acid attacks. The main test variables include visual inspection, mass loss, and residual strength, as well as the microstructural analysis of specimens exposed to aggressive environments. Two sets of concrete mixes with 100% ordinary Portland cement (OPC) and those with 20% palm oil fuel ash (POFA) were made and reinforced with WMP fibres at volume fractions of 0–1.25%. The results revealed that the addition of WMP fibres decreased the workability and water-cured compressive strength of concrete mixes. The outcomes of the study suggest that the rate of sulphate and acid attacks, in terms of mass losses, was controlled significantly by adding WMP fibres and POFA. The mutual effect of WMP fibre and POFA was detected in the improvement in the concrete’s resistance to sulphate and acid attacks by the reduction in crack formation, spalling, and strength losses. Microstructural analysis conducted on the test specimens elucidates the potential use of POFA in improving the performance of concrete in aggressive environments.

ACS Style

Rayed Alyousef; Hossein Mohammadhosseini; Fahed Alrshoudi; Mahmood Md. Tahir; Hisham Alabduljabbar; Abdeliazim Mustafa Mohamed. Enhanced Performance of Concrete Composites Comprising Waste Metalised Polypropylene Fibres Exposed to Aggressive Environments. Crystals 2020, 10, 696 .

AMA Style

Rayed Alyousef, Hossein Mohammadhosseini, Fahed Alrshoudi, Mahmood Md. Tahir, Hisham Alabduljabbar, Abdeliazim Mustafa Mohamed. Enhanced Performance of Concrete Composites Comprising Waste Metalised Polypropylene Fibres Exposed to Aggressive Environments. Crystals. 2020; 10 (8):696.

Chicago/Turabian Style

Rayed Alyousef; Hossein Mohammadhosseini; Fahed Alrshoudi; Mahmood Md. Tahir; Hisham Alabduljabbar; Abdeliazim Mustafa Mohamed. 2020. "Enhanced Performance of Concrete Composites Comprising Waste Metalised Polypropylene Fibres Exposed to Aggressive Environments." Crystals 10, no. 8: 696.

Journal article
Published: 15 June 2020 in Sustainability
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This study proposed the prepacked aggregates fiber-reinforced concrete (PAFRC), which is a newly developed concrete, with a unique combination of coarse aggregate and short polypropylene (PP) fiber that is premixed and placed in the formworks. This study aims to investigate the potential use of waste polypropylene fibers and palm oil fuel ash (POFA) in the production of PAFRC to enhance the strength and deformation properties. The compressive strength, impact-resistant, drying shrinkage, and microstructural analysis of PAFRC were investigated experimentally. Six mixes comprising fiber volume fractions from 0–1.25% with a length of 30 mm were cast by gravity technique. Another six mixtures with the same fiber volume fractions were cast using a pump to inject the grout into the formwork. The experimental outcomes exposed that with the addition of PP carpet fiber, the compressive strength of PAFRC decreased. Nevertheless, PAFRC mixes shown a remarkable improvement in the tensile strength. The combination of POFA and PP fibers in PAFRC specimens led to higher impact strength and increasing the ductility of concrete. In addition, the drying shrinkage of PAFRC reduced significantly with the addition of waste PP fibers. It can be concluded that due to the adequate strength and deformation properties, PAFRC is the potential to be used as innovative fiber reinforced concrete in several applications.

ACS Style

Fahed Alrshoudi; Hossein Mohammadhosseini; Mahmood Md. Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef Alharbi; Abdulaziz Alsaif. Sustainable Use of Waste Polypropylene Fibers and Palm Oil Fuel Ash in the Production of Novel Prepacked Aggregate Fiber-Reinforced Concrete. Sustainability 2020, 12, 4871 .

AMA Style

Fahed Alrshoudi, Hossein Mohammadhosseini, Mahmood Md. Tahir, Rayed Alyousef, Hussam Alghamdi, Yousef Alharbi, Abdulaziz Alsaif. Sustainable Use of Waste Polypropylene Fibers and Palm Oil Fuel Ash in the Production of Novel Prepacked Aggregate Fiber-Reinforced Concrete. Sustainability. 2020; 12 (12):4871.

Chicago/Turabian Style

Fahed Alrshoudi; Hossein Mohammadhosseini; Mahmood Md. Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef Alharbi; Abdulaziz Alsaif. 2020. "Sustainable Use of Waste Polypropylene Fibers and Palm Oil Fuel Ash in the Production of Novel Prepacked Aggregate Fiber-Reinforced Concrete." Sustainability 12, no. 12: 4871.

Journal article
Published: 26 May 2020 in Journal of Building Engineering
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Prepacked aggregate concrete (PAC) is a particular form of concrete that is manufactured by placing and packing aggregates with different sizes in a formwork, and the spaces between the aggregates are then filled through the injection of cement grout with high flowability. This study proposed the prepacked aggregates fiber-reinforced concrete (PAFRC), which is a newly developed concrete, with a unique combination of coarse aggregate and short polypropylene (PP) fiber that is premixed and placed in the formworks. This study presents the outcomes of an investigational work that addresses creep and drying shrinkage performance in addition to the strength development of PAFRC specimens. In addition, palm oil fuel ash (POFA) was used at the substitution level of 20%. Six mixes comprising fiber volume fractions of 0–1.25% with a length of 30 mm were cast by gravity technique. Another six mixtures with the same fiber volume fractions were cast using a pump to inject the grout into the formwork. The experimental outcomes exposed that utilization of waste PP fibers and POFA improved the compressive strength of PAFRC mixes. The drying shrinkage and creep of PAFRC mixes reduced significantly with the addition of waste PP fibers. Moreover, due to the lower drying shrinkage and creep, as well as the unique production technique, PAFRC could be used for several innovative applications in construction.

ACS Style

Fahed Alrshoudi; Hossein Mohammadhosseini; Mahmood Md Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef Alharbi; Abdulaziz Alsaif. Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers. Journal of Building Engineering 2020, 32, 101522 .

AMA Style

Fahed Alrshoudi, Hossein Mohammadhosseini, Mahmood Md Tahir, Rayed Alyousef, Hussam Alghamdi, Yousef Alharbi, Abdulaziz Alsaif. Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers. Journal of Building Engineering. 2020; 32 ():101522.

Chicago/Turabian Style

Fahed Alrshoudi; Hossein Mohammadhosseini; Mahmood Md Tahir; Rayed Alyousef; Hussam Alghamdi; Yousef Alharbi; Abdulaziz Alsaif. 2020. "Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers." Journal of Building Engineering 32, no. : 101522.

Journal article
Published: 25 April 2019 in Fibers
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The behaviors of the fresh and mechanical properties of self-compacting concrete (SCC) are different from those of normal concrete mix. Previous research has investigated the benefits of this concrete mix by incorporating different constituent materials. The current research aims to develop a steel fiber reinforcement (SFR)‒SCC mixture and to study the effectiveness of different cement replacement materials (CRMs) on the fresh and mechanical properties of the SFR‒SCC mixtures. CRMs have been used to replace cement content, and the use of different water/cement ratios may lower the cost of CRMs, which include microwave-incinerated rice husk ash, silica fume, and fly ash. Fresh behavior, such as flow and filling ability and capacity segregation, was examined by a special test in SCC on the basis of their specifications. Moreover, compressive and splitting tensile strength tests were determined to simulate the hardened behavior for the concrete specimens. Experimental findings showed that, the V-funnel and L-box were within the accepted range for SCC. Tensile and flexural strength increases upon the use of 10% silica fume were found when compared with other groups; the ideal percentage of steel fiber that should be combined in this hybrid was 2% of the total weight of the binder. Overall, steel fibers generated a heightened compressive and splitting tensile strength in the self-compacting concrete mixes.

ACS Style

Hisham Alabduljabbar; Rayed Alyousef; Fahed Alrshoudi; Abdulaziz Alaskar; Ahmed Fathi; Abdeliazim Mustafa Mohamed. Mechanical Effect of Steel Fiber on the Cement Replacement Materials of Self-Compacting Concrete. Fibers 2019, 7, 36 .

AMA Style

Hisham Alabduljabbar, Rayed Alyousef, Fahed Alrshoudi, Abdulaziz Alaskar, Ahmed Fathi, Abdeliazim Mustafa Mohamed. Mechanical Effect of Steel Fiber on the Cement Replacement Materials of Self-Compacting Concrete. Fibers. 2019; 7 (4):36.

Chicago/Turabian Style

Hisham Alabduljabbar; Rayed Alyousef; Fahed Alrshoudi; Abdulaziz Alaskar; Ahmed Fathi; Abdeliazim Mustafa Mohamed. 2019. "Mechanical Effect of Steel Fiber on the Cement Replacement Materials of Self-Compacting Concrete." Fibers 7, no. 4: 36.