A Literature Review On the Use of Bamboo as A Truss Member and Fiber-Reinforced Polymer as A Truss Jointing Material

A truss is a structure that has a rigid configuration formed by an assembly of straight members connected by pins. Many roofing systems use trusses, but the wide variety of truss configurations in architecture is an advantage to creating vast arrays of aesthetics in buildings. Steel, mainly plain carbon steel designated A36, is the most used material for truss members and joint connectors. However, these members are both heavy and non-sustainable, so several kinds of literature recommend studying the potential of using lightweight and sustainable alternatives. This review focuses on using bamboo in truss and the potential of fiber-reinforced composite as a truss joint connector. Bamboo culms and glued-laminated bamboo (glubam) are the two types of bamboo commonly used in truss fabrication based on the review. Bamboo culms from Dendrocalamus asper exhibit a tensile strength of 340 MPa, while the glubam made of Yushania alpina has 364 MPa. Other mechanical properties of bamboo necessary for the truss analysis are not yet clearly defined, although studies used ASTM D143-09 to determine several mechanical properties of bamboo or glubam. Fiber-reinforced composite can exhibit an enormous array of varieties and still demonstrate a strength close to or even higher than steel. It is lightweight and can reach a tensile strength of 700 MPa. The researcher recommends synthesizing bamboo or glubam as truss members and fiber-reinforced composite as truss joint connectors

Polyethylene Terephthalate (PET) Waste as Partial Aggregate and Reinforcement in Reinforced Concrete: A Review

Plastic disposal is now a significant problem for the sustainability of the environment. And, viewing the engineering properties of plastics (e.g., lightweight, flexible, strong, moisture-resistant, and cheap) opens the possibility of using them as a structural material. Over the decade, many researchers have studied using plastics as a replacement for natural aggregates in concrete or as an additive. Besides, past experimental results have shown that adding plastic waste in concrete will alter the concrete's mechanical and durability properties. However, such concrete can still fulfill engineering properties and be used in other structures with low strength requirements. This research intends to try other possibilities of using plastic waste as partial aggregate and reinforcement in reinforced concrete. Therefore, it is proposed that researchers look into the effects of plastic particles in concrete on the environment and their durability over time due to its deterioration. It recommends surface treatment of plastics waste using appropriate chemicals

Door-to-Door Culture of Commuters: Its Impact on the Road Carrying Capacity

Barriers to exchange of goods and ideas have shrunk because of technology. Mobility is one of the greatest contributions of industrialization and urbanization. This has also changed the lifestyle of millions of people. The vision of seamless travel has been a byword in regional and urban planning. Providing intermodal facilities has become the top priority of the private and public sector. The concept of door to door, from home to work to places of recreation and other social activities should provide accurate, safe and comfortable travel for commuters. This concept is directed in long distance travel. However, the concept of door to door journey for commuters in the City of Manila specifically in the District of Sta. Mesa took a different epithet. The Polytechnic University of the Philippines was used as a model on how people would literally go out of a building and hop on a tricycle to go to another destination even when the distance is less than a kilometer. The paper investigates on the choices of the commuters specifically of the students, faculty, and staff of this university. It looks into how this phenomenon affects the carrying capacity of the road and explores complimentary and supplementary existence of this transport phenomena of door to door culture of the pedestrian in this case, the PUP community and the constituents of the District of Sta. Mesa, Manila

Polyethylene Terephthalate (PET) Waste as Partial Aggregate and Reinforcement in Reinforced Concrete: A Review

Plastic disposal is now a significant problem for the sustainability of the environment. And, viewing the engineering properties of plastics (e.g., lightweight, flexible, strong, moisture-resistant, and cheap) opens the possibility of using them as a structural material. Over the decade, many researchers have studied using plastics as a replacement for natural aggregates in concrete or as an additive. Besides, past experimental results have shown that adding plastic waste in concrete will alter the concrete's mechanical and durability properties. However, such concrete can still fulfill engineering properties and be used in other structures with low strength requirements. This research intends to try other possibilities of using plastic waste as partial aggregate and reinforcement in reinforced concrete. Therefore, it is proposed that researchers look into the effects of plastic particles in concrete on the environment and their durability over time due to its deterioration. It recommends surface treatment of plastics waste using appropriate chemicals

A Literature Review On the Use of Bamboo as A Truss Member and Fiber-Reinforced Polymer as A Truss Jointing Material

A truss is a structure that has a rigid configuration formed by an assembly of straight members connected by pins. Many roofing systems use trusses, but the wide variety of truss configurations in architecture is an advantage to creating vast arrays of aesthetics in buildings. Steel, mainly plain carbon steel designated A36, is the most used material for truss members and joint connectors. However, these members are both heavy and non-sustainable, so several kinds of literature recommend studying the potential of using lightweight and sustainable alternatives. This review focuses on using bamboo in truss and the potential of fiber-reinforced composite as a truss joint connector. Bamboo culms and glued-laminated bamboo (glubam) are the two types of bamboo commonly used in truss fabrication based on the review. Bamboo culms from Dendrocalamus asper exhibit a tensile strength of 340 MPa, while the glubam made of Yushania alpina has 364 MPa. Other mechanical properties of bamboo necessary for the truss analysis are not yet clearly defined, although studies used ASTM D143-09 to determine several mechanical properties of bamboo or glubam. Fiber-reinforced composite can exhibit an enormous array of varieties and still demonstrate a strength close to or even higher than steel. It is lightweight and can reach a tensile strength of 700 MPa. The researcher recommends synthesizing bamboo or glubam as truss members and fiber-reinforced composite as truss joint connectors

Systematic literature review of cold-formed steel at elevated temperature scenario

Cold-formed steels (CFS) or light gauge steels (LGS) are steel sections created through processes without heat application, such as roll forming or press-braking. In the past few decades, the utilization of CFS as a structural material has expanded due to its advantages over the other materials used in the construction industry, consequently increasing the number of studies conducted by many researchers. CFS studies have focused on many research areas, including designing, and analyzing members and systems, connections, sustainability, residual stresses, and post-fire data. As a result, several authors have also conducted a literature review involving these areas. However, a literature review for more recent studies involving elevated temperature exposure of CFS has not been conducted. This paper seeks to compile and review the recent publications regarding CFS behavior and performance at high temperatures events. Sixty-nine (69) journal articles published from 2017 to 2023 were retrieved from the Scopus database and systematically reviewed through text mining with the aid of VOS Viewer. Prior studies utilizing finite element analysis and experimental methods to investigate the performance at elevated temperature events of varying CFS sections, systems, and steel grades have been summarized. In addition, this paper also briefly discussed the findings of the recent research works involving member connections of CFS. Key points from the literature review have been emphasized such as the outcome of experimental and numerical validation of existing design rules from different codes such as American Iron and Steel Institute (AISI), Eurocodes, and Australian codes which could vary depending on the CFS section and steel grades. Important points of previous studies regarding the CFS walls, insulations, and screwed connections have also been noted in this paper. Based on the review, research gaps in the prior studies involving elevated temperature exposure of CFS have been identified, such as lack of CFS investigation under fatigue and cyclic loading. These were then recommended as future direction and concentration of CFS at elevated temperatures research works