Lyophilized bromelain enzyme was obtained from the Department of Food Sciences, College of Agricultural Engineering Sciences, University of Baghdad. Some properties of the enzyme were determined, the optimum temperature and pH for activity and stability, as it used a range of graduated temperatures from 25 °C to 85 °C, as well as a range of pH degrees from 4 to 9. The results showed that the best pH for activity was 7, as it reached the enzymatic activity was 42.3 units/ml, and the best pH range for stability was 7-5. The best temperature for the activity was 45°C, as the enzymatic activity reached 59.3 units/ml, and the enzyme retained its full activity after being incubated at a temperature of 25 - 45 °C. The anti-browning en

Indoor air pollution is a critical environmental challenge with negative impacts on human health, especially in urban and enclosed settings. This study aimed to evaluate the tolerance of three indoor ornamental plants—Epipremnum aureum, Sansevieria trifasciata, and Syngonium podophyllum Schott—against pollutants generated by cigarette smoke and kerosene combustion. Plants were exposed under controlled indoor conditions, while particulate matter (PM₁. ₀, PM₂. ₅, PM₁₀), total volatile organic compounds (TVOCs), and carbon dioxide (CO₂) were measured before, during, and after exposure. Plant tolerance was assessed using the Air Pollution Tolerance Index (APTI), calculated from total chlorophyll content, leaf extract pH, ascor

The dual nature of asphalt binder necessitates improvements to mitigate rutting and fatigue since it performs as an elastic material under the regime of rapid loading or cold temperatures and as a viscous fluid at elevated temperatures. The present investigation assesses the effectiveness of Nano Alumina (NA), Nano Silica (NS), and Nano Titanium Dioxide (NT) at weight percentages of 0, 2, 4, 6, and 8% in asphalt cement to enhance both asphalt binder and mixture performance. Binder evaluations include tests for consistency, thermal susceptibility, aging, and workability, while mixture assessments focus on Marshall properties, moisture susceptibility, resilient modulus, permanent deformation, and fatigue characteristics. NS notably im

Amid the growing demand for multifunctional and environmentally benign materials, lead-free double perovskites have emerged as a strategically important development in advanced functional materials research. This study presents the synthesis of Ba2PrMnO6 (BPMO) double perovskite nanocrystals for the first time via a hydrothermal method, and a comprehensive evaluation has been conducted using the density functional theory (DFT) framework. Structural, thermodynamic, electronic, optical, and mechanical properties were investigated through X-ray diffraction (XRD), ultraviolet-visible (UV-vis) spectroscopy, FESEM/EDX, FTIR, and density functional theory (DFT) calculations. XRD confirms a stable tetragonal I4/m phase with experimental lattice con

Background: As a multifactorial disorder, temporomandibular joint (TMD) is difficult to diagnose, and multiple factors affect the joint and cause the temporomandibular disorder. Standardization of clinical diagnosis of TMD should be used to reach a definite clinical diagnosis; the condylar bone may degenerate in accordance with these disorders. Aims: Evaluate the correlation between the clinical diagnosis and degenerative condylar change (flattening, sclerosis, erosion, and osteophyte). Materials and Methods: A prospective study with a study group of 97 TMD patients (total of 194 joints) aged 20 to 50. Patients were sent to cone beam computed tomography (CBCT) to assess the degenerative condylar change. Results: No association was found bet

This study aimed to evaluate the effectiveness of a novel concrete-encased column (CE) using small circular steel tubes filled with cementitious grouting material (GFST) as the primary reinforcement instead of traditional steel bars. The research involved three different types of reinforcement: conventional steel bars, concrete-filled steel tubes with 30% of the reinforcement ratio of steel bars, and concrete-filled steel tubes with the same reinforcement ratio as steel bars. Twenty-four circular concrete columns were tested and categorized into six groups based on the type of reinforcement employed. Each group comprised four columns, with one subjected to concentric axial load, two subjected to eccentric axial load (with eccentrici