Mohammed Altaee
YOU?
Author Swipe
Hydrogeological Characteristics of Rabia Sub-Basin Northwest, Iraq Open
At the procedural level and according to climate factors, the study area has an arid climate. About 12.4% of the total rainfall was observed as excess water in the study area over 30 years. The amount of groundwater recharge, measured in m…
Numerical investigation on strengthening steel beams with web openings using GFRP Open
This study presents the first investigation into the use of glass fiber reinforced polymer GFRP to strengthen steel beams with web openings. Based on previous research about the strengthening of steel beams with web perforation using carbo…
Evaluation of Existing Bond‐Slip Relations for CFRP‐Steel Joints and New Model for Linear and Nonlinear Adhesives Open
Existing bond‐slip (τ‐s) relations for fibre‐reinforced polymer (FRP)‐steel joints employ different shapes and mathematical expressions, inferring that their predictions of failure load and mode, and other interface properties, might be in…
Application of Drucker-Prager Plasticity Model for Concrete Confined with Fiber Reinforced Cementitious Mortar (FRCM) Open
Wrapping concrete columns with fiber reinforced polymer (FRP) jackets can result in a significant increase of compressive strength and ductility, and can mitigate deterioration due to aging, chemical attacks, overloading, and seismic activ…
Assessment of Existing Bond-Slip Models of Adhesively Bonded CFRP-Steel Joints Open
Strengthening of steel structures with fibre-reinforced polymer (FRP) composites has attracted great attention due to their desirable mechanical properties, non-corrosive nature, and ease of application. The bond between an FRP laminate an…
Review on NSM CFRP Strengthened RC Concrete Beams in Shear Open
The use of NSM FRP strengthening of concrete structures has become an attractive option to retrofit the existing structures against shear and flexure. This paper reviews only the utilization of NSM for shear in previous review articles. A …
Predictive Capability of Existing Confinement Models for FRCM Composites Confined Concrete Open
Concrete confinement by the means of external fiber reinforced polymer (FRP) jacketing has been proved to be an effective method to increase the compressive strength and ductility, as well as mitigating deterioration due to aging, chemical…
Employment of damage plasticity constitutive model for concrete members subjected to high strain-rate Open
Concrete damage plasticity (CDP) model is used to model the concrete damage through using ABAQUS software. Among several input parameters that should be defined in CDP model, the dilation angle (ψ), eccentricity parameter and tensile behav…
A robust 3D finite element model for concrete columns confined by FRCM system Open
Fibre reinforced cementitious matric (FRCM) is a recent application of fibre reinforced polymer (FRP) reinforcement, developed to overcome several limitations associated with the use of organic adhesive [e.g. epoxies] in FRPs. It consists …
Shear Strengthening of RC Beams with FRCM Technique Open
Nowadays, utilizationof Fibre Reinforced Polymer (FRP) in rehabilitation and strengthening of Reinforced Concrete (RC) beams is commonly used with a proper type of epoxy. Fabric Reinforced Cementitious Material (FRCM) presentsan alternativ…
Effect of Different Aluminium Powder Content on the Behaviour of Aerated Concrete: Experimental and Finite Element Validation Open
Aerated concrete is produced by introducing gas into a concrete which has a low tensile strength.The aim of the current study is to investigate the behaviour of aerated concrete with different Al content under monotonic loads.A finite elem…