Hassan k. Alhilli
@epedu.gov.iq
Research
epedu.gov.iq
RESEARCH, TEACHING, or OTHER INTERESTS
Engineering, Civil and Structural Engineering
Scopus Publications
Scholar Citations
Scholar h-index
Scholar i10-index
Scopus Publications
Hussain Hasan and Mahdi Hameed Al-Farttoosi
Engineering, Technology & Applied Science Research
This study investigates the stiffness and shear resistance of T-reinforced concrete beams that have been strengthened against shear using the embedded through-section approach. The beams were exposed to a monotonic one-point load until failure. The experimental methodology included the investigation of 12 T beams made of reinforced concrete, consisting of 2 reference beams that were not subjected to any strengthening measures and 10 reinforced beams. The 12 beams were classified into two primary categories: those with stirrups and those without stirrups. The primary factors from each group encompassed the spacing and angle of inclination pertaining to the Carbon Fiber-Reinforced Polymer (CFRP) bars placed along the central axis of the section. Various configurations were used, including varied spacing intervals and degrees of inclination. The results showed that the ratio of the CFRP shear resistance to the total section (Vf / Vsec) ranged between 10 to 21% in group one (with stirrups). This means that the Embedded Through Section (ETS) technique with CFRP bars is useful in increasing the shear resistance of reinforced concrete beams. For group two (without stirrups), this ratio ranged between 56 to 58.5%. That is, ETS with CFRP bars significantly increases the shear resistance of reinforced concrete beams without stirrups.
Hassan K. Alhilli and Sedqi E. Rezouki
AIP Publishing
Hussain Hassan Alhilli and Mahdi H. Al-Farttoosi
Ital Publication
The primary purpose of this work is to investigate the shear response of T-reinforced concrete beams strengthened for shear using the embedded through section (ETS) technique when subjected to a monotonic one-point load till failure. The experimental approach included an examination of the twelve reinforced concrete T-beams, including two reference beams without any strengthening and ten strengthened beams. The twelve beams were divided into two main groups, with and without stirrups. The main variables in every group were the spacing and angle of inclination of the carbon fibre-reinforced polymer (CFRP) bars. The beams were strengthened in shear with CFRP bars inserted in the centre line of the section with different spacings and angles of inclination. The experimental analysis was performed to study the effect of spacing and angle of inclination of the CFRP bars on the ultimate load capacity, load-strain relationships, and load-deflection relationships. Results showed that the ultimate load of the beams in group one with inclined CFRP bars (45°) increased by 29.7, 22.4, and 15.5% for beams with CFRP bar spacings of 10, 15, and 20 cm, respectively, compared with the reference beam. In group one (with stirrups), the beam with inclined CFRP bars (45°) and a spacing of 10 cm has an ultimate load higher than that with vertical CFRP bars (90°) with a similar spacing by 2.6%. By contrast, the beam with inclined CFRP bars (45°) and a spacing of 10 cm in group two (without stirrups) has an ultimate load higher than that with vertical CFRP bars (90°) with a similar spacing by 2.5%. Doi: 10.28991/CEJ-2023-09-10-04 Full Text: PDF
Hassan K. Alhilli and Abbas M. Burhan
Environment, Development and Sustainability Springer Science and Business Media LLC
In recent times, the concept of sustainability has become a focus of attention for many institutions and communities. The reason for the spread of this concept and great interest is the pursuit of sustainable development of societies which aims at balancing the three factors: environmental, economic, and social. This paper aims to develop a system to implement sustainability ideas in school building projects based on the international guidelines and practices for sustainability. For example, (Building Research Establishment Environmental Assessment Method (BREEAM)-Leadership in Energy and Environmental Design (LEED)-The Pearl Building Rating System (PBRS)) and the current practices in Iraq. The purpose of the collected and reported information was for making decisions during various stages of preconstruction, construction, and post-construction. The system employed suitable criteria, subcriteria, and standard weights for school buildings assessment, which was set according to a field survey. The survey included interviewing a group of specialists in school buildings and conducting a closed questionnaire. A computer program was prepared to assess school buildings in the 3rd General Directorate of Education in Baghdad-Karkh. These buildings were executed during (2008–2018). The School buildings were classified into four types (traditional, precast concrete units, steel structures, and structural concrete construction). The field survey has shown that the highest standard of sustainability is the environmental design (20.79), and the lowest sustainability criteria are water treatment system (5.81). However, the study aims to develop a sustainability assessment system for school buildings. A comparison was made between the current buildings with ones that having ideal sustainability criteria. Similarly, a monitoring was done with the perfect situation to observe the deviation within the project progress. Finally, recommendations were given for the purpose of employing the sustainability concepts in school buildings.
Hassan Kamal Alhilli and Sedki I. Rezoqi
EDP Sciences
Changes are a common phenomenon in the construction industry, impacting the project's cost, time, and performance. The purpose of this work is to a comprehensive review relating to variation order causes. Also, the aim here is to determine variation order causes in the building’s construction. More importantly, explore the relationship between these causes. However, the importance of specifying the causes for change orders is the first step in managing variation orders to reduce the harmful effect on a project. The field survey was conducted for several institutions such as health (Karkh’s health), higher education (University of Baghdad and University of Kufa). As a result, a field visit was made to the project sites. They were then, Conducting interviews with the resident engineer, the consultant, and the contractor. A developer tool called cause (variation orders) breakdown structure (CBS) included 12 causes at the first level, including 103 sub-causes. There is a relationship between the variation orders causes, which is evident in the third level. The study recommends adopting (CBS) a comprehensive reference for variation order causes in projects due to facilitating their management processes. Future research could examine the relative importance of variation order causes, in addition to using a fuzzy cognitive map to find the extent of each cause’s influence on the other.