All Outputs (5)

Column face bending in anchored blind-bolted connections to concrete filled hollow sections (2024)
Journal Article
Mahmood, M., & Tizani, W. (2025). Column face bending in anchored blind-bolted connections to concrete filled hollow sections. Journal of Constructional Steel Research, 224(Part A), Article 109120. https://doi.org/10.1016/j.jcsr.2024.109120

This research investigates the bending behaviour of the column face component of concrete filled tubular columns connected to other structural members via Extended HolloBolt (EHB). The effect of bolt gauge and pitch distances and anchored length were... Read More about Column face bending in anchored blind-bolted connections to concrete filled hollow sections.

Tensile experimental data from monotonic loading on connections to concrete filled steel tubes using Extended Hollo-bolt blind bolts (2024)
Journal Article
Cabrera, M., Tizani, W., & Ninic, J. (2024). Tensile experimental data from monotonic loading on connections to concrete filled steel tubes using Extended Hollo-bolt blind bolts. Data in Brief, 57, Article 111088. https://doi.org/10.1016/j.dib.2024.111088

This dataset is related to the research paper entitled “Fusion of Experimental and Numerical Data for Development of Extended Hollo-bolt Component Based Model” published in the Engineering Structures journal (Cabrera et al., 2024). It provides the ne... Read More about Tensile experimental data from monotonic loading on connections to concrete filled steel tubes using Extended Hollo-bolt blind bolts.

Fusion of experimental and numerical data for development of Extended Hollo-bolt component based model (2024)
Journal Article
Cabrera, M., Tizani, W., & Ninic, J. (2024). Fusion of experimental and numerical data for development of Extended Hollo-bolt component based model. Engineering Structures, 321, Article 118932. https://doi.org/10.1016/j.engstruct.2024.118932

Research on blind bolted connections to Concrete-Filled Steel Tubes (CFST) has primarily focused on the behaviour of two isolated components: blind bolts in tension and tube face in bending. This paper reports on the experimental behaviour of full sc... Read More about Fusion of experimental and numerical data for development of Extended Hollo-bolt component based model.

Bond behaviour of prestressed basalt textile reinforced concrete (2024)
Journal Article
Hutaibat, M., Ghiassi, B., & Tizani, W. (2024). Bond behaviour of prestressed basalt textile reinforced concrete. Construction and Building Materials, 438, Article 137309. https://doi.org/10.1016/j.conbuildmat.2024.137309

Innovative Textile Reinforced Concrete (TRC) composites, although holding a significant potential, usually have poor performance under serviceability conditions. Addressing this limitation requires applying innovative techniques, such as prestressing... Read More about Bond behaviour of prestressed basalt textile reinforced concrete.

Impact factor analysis affecting the operation of asset lifecycle by using asset information modeling and blockchain technology (2024)
Journal Article
Raslan, A., Cheshmehzangi, A., Towey, D., Tizani, W., & Kapogiannis, G. (2024). Impact factor analysis affecting the operation of asset lifecycle by using asset information modeling and blockchain technology. Construction Innovation: Information, Process, Management, https://doi.org/10.1108/CI-10-2022-0272

Purpose: Currently, owners find it difficult to manage their assets throughout their project life cycle. The fact that asset information models (AIMs) are mandatory as deliverables for building information modeling-driven projects makes it a key requ... Read More about Impact factor analysis affecting the operation of asset lifecycle by using asset information modeling and blockchain technology.