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Open AccessEditorial

Statement of Peer Review

by Majid Ali, Muhammad Ashraf Javid, Shaheed Ullah and Iqbal Ahmad

Eng. Proc. 2023, 44(1), 8; https://doi.org/10.3390/engproc2023044008 - 23 Aug 2023

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Abstract

In submitting the proceedings of the 5th Conference on Sustainability in Civil Engineering (CSCE) to Engineering Proceedings, the volume editors of the proceedings certify to the publisher that all papers published in this volume have been subjected to peer review administered by [...] Read more.

In submitting the proceedings of the 5th Conference on Sustainability in Civil Engineering (CSCE) to Engineering Proceedings, the volume editors of the proceedings certify to the publisher that all papers published in this volume have been subjected to peer review administered by the volume editors [...] Full article

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5 pages, 2480 KB

Open AccessEditorial

Preface of the 5th Conference on Sustainability in Civil Engineering

by Majid Ali, Muhammad Ashraf Javid, Shaheed Ullah and Iqbal Ahmad

Eng. Proc. 2023, 44(1), 9; https://doi.org/10.3390/engproc2023044009 - 23 Aug 2023

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Abstract

The Conference on Sustainability in Civil Engineering (CSCE), 2023, was organized by the Department of Civil Engineering of the Capital University of Science and Technology (CUST), Islamabad, Pakistan [...] Full article

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5 pages, 631 KB

Open AccessProceeding Paper

A Review of the Effects of Project Management Practices on Cost Overrun in Construction Projects

by Fakhar Hassan Shah, Omer Shujat Bhatti and Shehryar Ahmed

Eng. Proc. 2023, 44(1), 1; https://doi.org/10.3390/engproc2023044001 - 22 Aug 2023

Cited by 14 | Viewed by 27065

Abstract

Cost overrun has long been a significant concern in the construction sector, posing obstacles to project profitability and financial viability. It occurs when actual costs exceed the initial budget estimates, leading to financial hardship, delays, and stakeholder disagreements. This paper investigates the impact [...] Read more.

Cost overrun has long been a significant concern in the construction sector, posing obstacles to project profitability and financial viability. It occurs when actual costs exceed the initial budget estimates, leading to financial hardship, delays, and stakeholder disagreements. This paper investigates the impact of project management techniques on construction project cost overruns. The study aims to identify various techniques used at different stages of construction projects and analyze their effects on cost performance. Additionally, it explores the reasons behind cost overruns and proposes solutions to prevent them in the future. This research highlights efficient methods with which to manage and prevent cost overruns, providing valuable insights for project managers to use when improving cost performance and enhancing project success. It contributes to the knowledge on project management in the construction sector and aids stakeholders in navigating cost overrun challenges. Future research should explore context-sensitive issues related to cost overruns and consider robust, adaptive, and agile cost management strategies based on project management skillsets. Full article

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5 pages, 481 KB

Open AccessProceeding Paper

Project Management Practices in Construction Projects and Their Roles in Achieving Sustainability—A Comprehensive Review

by Fakhar Hassan Shah, Omer Shujat Bhatti and Shehryar Ahmed

Eng. Proc. 2023, 44(1), 2; https://doi.org/10.3390/engproc2023044002 - 22 Aug 2023

Cited by 12 | Viewed by 24002

Abstract

Effective project management practices are crucial in the construction sector, providing a structured approach to planning, executing, and controlling projects. They set clear objectives, define scopes, allocate resources efficiently, and manage risks effectively. However, challenges can arise throughout all project phases. This study [...] Read more.

Effective project management practices are crucial in the construction sector, providing a structured approach to planning, executing, and controlling projects. They set clear objectives, define scopes, allocate resources efficiently, and manage risks effectively. However, challenges can arise throughout all project phases. This study focuses on literature from reputable journals over the last decade, and, considering the post-COVID scenario for inadequate scope definition, poor communication, resource mismanagement, and regulatory barriers were identified as major barriers to project success. To achieve sustainable construction projects, specific targets like energy efficiency, waste reduction, water conservation, and social responsibility must be set. Integrating project management with sustainability involves incorporating green building design, sustainable materials, waste management, water conservation, biodiversity promotion, smart technologies, and performance measurement systems. By adopting sustainable approaches and effective project management practices, construction projects can achieve successful outcomes while ensuring environmental responsibility, social equity, and economic viability. Future research should explore identified barriers, their local implications, and project management practices for successful project outcomes. Full article

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4 pages, 3065 KB

Open AccessProceeding Paper

Effectiveness of Mono Sand Piles in Soft Cohesive Ground

by Qazi Umar Farooq and Muhammad Tayyab Naqash

Eng. Proc. 2023, 44(1), 3; https://doi.org/10.3390/engproc2023044003 - 22 Aug 2023

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Abstract

Soft cohesive formations are extensively distributed across the earth’s land mass. They mainly comprise medium to high plastic clays deposited by thousands of years of geological activity. In Pakistan, the upper and lower plains of the Indus Valley have several square kilometers of [...] Read more.

Soft cohesive formations are extensively distributed across the earth’s land mass. They mainly comprise medium to high plastic clays deposited by thousands of years of geological activity. In Pakistan, the upper and lower plains of the Indus Valley have several square kilometers of cohesive ground. The cohesive soils are vulnerable to moisture variations and lack friction. Hence, they are not considered an ideal ground for foundation support. The raft foundation and traditional reinforced concrete piles are effective solutions, but are uneconomical. Sand piles can replace these expansive foundations for moderately loaded structures; however, their effectiveness is required to be supported by field and research investigations. This study presents FEM-based numerical investigations on the performance of a single sand pile on soft cohesive ground. The pile is loaded with the 100 kPa pressure, representing a moderately loaded structure. The stress–strain behaviors and overall pile settlement results are graphically presented. The sand pile, the stiffer material, could hold most of the stresses while maintaining volumetric strains up to 10%, thus allowing better load transfer to the naturally soft ground. Full article

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5 pages, 1256 KB

Open AccessProceeding Paper

Effect of Bio-Char of Santa Maria Feverfew Plant on Physical Properties of Fresh Mortar

by Waleed Nasir Khan, Syed Ghayyoor Hussain Kazmi and Anwar Khitab

Eng. Proc. 2023, 44(1), 4; https://doi.org/10.3390/engproc2023044004 - 22 Aug 2023

Cited by 3 | Viewed by 1390

Abstract

The present study concerns the application of nano-/micro-sized fibers (bio-char of Santa Maria feverfew) in cementitious mortars. The bio-char was added @ 0, 0.05 and 0.1% by mass of cement. The addition of bio-char did not affect the setting and consistency of the [...] Read more.

The present study concerns the application of nano-/micro-sized fibers (bio-char of Santa Maria feverfew) in cementitious mortars. The bio-char was added @ 0, 0.05 and 0.1% by mass of cement. The addition of bio-char did not affect the setting and consistency of the mortars. The fresh density was reduced by 11%, while the followability decreased by 50%. It is concluded that the bio-char results in a light-weight cementitious material, without affecting the setting time or consistency. Bio-char produces carbon-rich materials, the use of which as building materials adds to carbon sequestration in accordance with the Sustainable Development Goals of the UNO. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 549 KB

Open AccessProceeding Paper

Linear and Non-Linear Regression Analysis on the Prediction of Compressive Strength of Sodium Hydroxide Pre-Treated Crumb Rubber Concrete

by Hamza Aamir, Kinza Aamir and Muhammad Faisal Javed

Eng. Proc. 2023, 44(1), 5; https://doi.org/10.3390/engproc2023044005 - 23 Aug 2023

Cited by 3 | Viewed by 2483

Abstract

This research focuses on dataset development using NaOH treatment period (NaTP), NaOH concentration (NaCon), coarse aggregates (gravel), fine aggregates (sand), water, water–cement ratio (w/c), crumb rubber percentage (CR%), and equations to predict the CS of concrete. The criteria for the model accuracy included [...] Read more.

This research focuses on dataset development using NaOH treatment period (NaTP), NaOH concentration (NaCon), coarse aggregates (gravel), fine aggregates (sand), water, water–cement ratio (w/c), crumb rubber percentage (CR%), and equations to predict the CS of concrete. The criteria for the model accuracy included the coefficient of regression (R²), mean absolute error (MAE), and root mean square deviation (RMSE). In this study, Multiple Non-Linear Regression (MNLR) performed better compared to Multiple Linear Regression (MLR). The MNLR values obtained for R², MAE, and RMSE were 0.88, 4.64, and 6.15; and the MLR values were 0.82, 5.86, and 7.43 for R², MAE, and RMSE, respectively. Full article

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4 pages, 927 KB

Open AccessProceeding Paper

Comparative Seismic Response Analysis of a Multi-Storey Building with and without Base Isolators under High Magnitude Earthquake

by Maliha Mehar Qambrani, Fizza Mirza and Muhammad Habib

Eng. Proc. 2023, 44(1), 6; https://doi.org/10.3390/engproc2023044006 - 23 Aug 2023

Cited by 1 | Viewed by 2913

Abstract

Earthquakes can induce structural failure, the vertical collapse of a structure, or can result in the breaking and falling of non-structural components of the structure. Most of the region of Pakistan has a high risk of seismic activity and the country lacks seismic-resistant [...] Read more.

Earthquakes can induce structural failure, the vertical collapse of a structure, or can result in the breaking and falling of non-structural components of the structure. Most of the region of Pakistan has a high risk of seismic activity and the country lacks seismic-resistant structures. The effectiveness of the base isolation technique has been studied by many researchers, but significant research has not been conducted particularly for high earthquake-prone regions of Balochistan. This study includes the comparative seismic response analysis of the two multi-storey reinforced concrete 3D frames, with and without base isolation under the effect of seismic loads. This study indicates the effectiveness of base isolators in reducing the seismic response of buildings in the earthquake-prone regions of Balochistan. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 845 KB

Open AccessProceeding Paper

Improvement of Early-Age Mechanical Properties of Cement Mortar by Adding Biochar of the Santa Maria Feverfew Plant

by Ahmed Kamal Subhani, Mohib Nisar and Anwar Khitab

Eng. Proc. 2023, 44(1), 7; https://doi.org/10.3390/engproc2023044007 - 23 Aug 2023

Cited by 3 | Viewed by 1627

Abstract

This study focused on the application of nano-/micro-sized fibers obtained from pyrolysis of Santa Maria feverfew (biochar) in cement mortars. The biochar was added in amounts of 0, 0.05 and 0.1 percent by mass of cement. The mechanical characteristics were determined after 3 [...] Read more.

This study focused on the application of nano-/micro-sized fibers obtained from pyrolysis of Santa Maria feverfew (biochar) in cement mortars. The biochar was added in amounts of 0, 0.05 and 0.1 percent by mass of cement. The mechanical characteristics were determined after 3 and 7 days and matched with those of the control samples. The compressive strength remained unchanged with the biochar addition, whereas the flexural strength increased. Biochar is a carbon-rich material, and its use in building materials leads to carbon sequestration, which is in accordance with the sustainable development goals of the UNO. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 1229 KB

Open AccessProceeding Paper

Evaluation of Seismic Response of 3D Building Frame with and without Base Isolation Using Finite Element Analysis

by Fahad Ali, Hammad Azam and Muhammad Habib

Eng. Proc. 2023, 44(1), 10; https://doi.org/10.3390/engproc2023044010 - 23 Aug 2023

Cited by 1 | Viewed by 2259

Abstract

An earthquake is a force which is unpredictable and can cause serious damage to a structure and its structural components. For improved safety, the seismic design of the building should be adequate, and measures should be taken for vibration control. In order to [...] Read more.

An earthquake is a force which is unpredictable and can cause serious damage to a structure and its structural components. For improved safety, the seismic design of the building should be adequate, and measures should be taken for vibration control. In order to mitigate effects, base-isolation techniques must be provided to counter seismic loads; this is a seismic isolation technique which prevents the transfer of energy from the base of the structure to the upper stories. In the research, two similar 3D frame models were modelled with and without base isolators and analyzed following the provisions and codes. The real ground motion data of the earthquake was selected, then matched to a design spectrum to obtain the matched time history. The story response plots obtained after the time history analysis indicate that base isolation is a reliable and effective technology to improve the seismic performance of the building, particularly with inadequate seismic design. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 1475 KB

Open AccessProceeding Paper

Validation of Chlorine Decay Equation for Water Quality Analysis in Distribution Networks

by Rehan Jamil, Hamidi Abdul Aziz and Mohamad Fared Murshed

Eng. Proc. 2023, 44(1), 11; https://doi.org/10.3390/engproc2023044011 - 23 Aug 2023

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Abstract

This article discusses the extent of the spread of contamination in water distribution networks which may enter through a pipe leak, and the decay rate of chlorine for a specified design duration. A comprehensive water quality analysis is performed using EPANet 2.2 for [...] Read more.

This article discusses the extent of the spread of contamination in water distribution networks which may enter through a pipe leak, and the decay rate of chlorine for a specified design duration. A comprehensive water quality analysis is performed using EPANet 2.2 for the spread of contamination and chlorine decay. The results show that a contaminant entering at the highest point of the network would pollute the whole network whereas the effect of such a contaminant would be limited if it enters at the lowest location. Also, the initial chlorine concentration is found to be more for such critical nodes which are higher in elevation, although the decay rate remains the same. The research proves to be beneficial for the management of water distribution through pipe networks against contaminants for maintaining public health. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 888 KB

Open AccessProceeding Paper

The Behavior of Pre-Treated Crumb Rubber and Polypropylene-Fiber-Incorporated Mortar Subjected to Elevated Temperatures

by Manail Shafqat, Muhammad Basit Khan and Hamad Hassan Awan

Eng. Proc. 2023, 44(1), 12; https://doi.org/10.3390/engproc2023044012 - 25 Aug 2023

Cited by 1 | Viewed by 1643

Abstract

Rubber is a waste product produced by the industrial sector in large quantities. Due to its non-degradable nature, it has been a serious threat to the environment. Thus, it is recommended to develop concrete or mortar containing rubber, so that it can save [...] Read more.

Rubber is a waste product produced by the industrial sector in large quantities. Due to its non-degradable nature, it has been a serious threat to the environment. Thus, it is recommended to develop concrete or mortar containing rubber, so that it can save our environment, and it is economical too. Crumb rubber, when incorporated in mortar, reduces its strength, so it can be used along with some fibers to enhance its strength. This study examined the effect of elevated temperatures, i.e., 150, 300, 450, 600, and 750 °C, on mortar samples containing 5% crumb rubber replacement of fine aggregate by volume, and with the incorporation of 1% PPF. The findings indicated a rise in compressive strength up to 300 °C, followed by a subsequent decline. It was also observed that the weight loss of the samples increased with an increase in temperature. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 915 KB

Open AccessProceeding Paper

Efficiency and Sustainability: Enhancing Mortar Mixtures with Wastepaper Sludge Ash

by Asad Shafique, Ahsin Ihsan and Muhammad Faisal Javed

Eng. Proc. 2023, 44(1), 13; https://doi.org/10.3390/engproc2023044013 - 25 Aug 2023

Cited by 4 | Viewed by 1637

Abstract

The study aims to increase the efficiency of mortar mixes and improve their necessary qualities such as strength, density, and durability by using wastepaper as a cement substitute in the form of wastepaper sludge ash (WPSA). Mortars with 20, 25, and 30% cement [...] Read more.

The study aims to increase the efficiency of mortar mixes and improve their necessary qualities such as strength, density, and durability by using wastepaper as a cement substitute in the form of wastepaper sludge ash (WPSA). Mortars with 20, 25, and 30% cement replacement were tested. Due to less use of cement and greater usage of WPSA, CO₂ and SO₂ emissions can be reduced. The chemical properties of WPSA were compared to those of Ordinary Portland Cement (OPC). Testing showed that WPSA had similar cementitious properties. Results demonstrate the potential applications of this mortar in a variety of settings where increased toughness and equivalent characteristics are needed while still preserving the environment. Full article

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5 pages, 1595 KB

Open AccessProceeding Paper

Soil Improvement Using Waste Polyethylene Terephthalate (PET)

by Tariq Saeed and Muhammad Usman Arshid

Eng. Proc. 2023, 44(1), 14; https://doi.org/10.3390/engproc2023044014 - 28 Aug 2023

Cited by 5 | Viewed by 3850

Abstract

This study investigates the use of waste polyethylene terephthalate (PET) bottle strips for soil stabilization in the Potohar region. Uncontrolled filling during housing societies development has led to settlement issues and structural cracking. By incorporating PET bottle strips in varying compositions, the engineering [...] Read more.

This study investigates the use of waste polyethylene terephthalate (PET) bottle strips for soil stabilization in the Potohar region. Uncontrolled filling during housing societies development has led to settlement issues and structural cracking. By incorporating PET bottle strips in varying compositions, the engineering properties of the soil were improved, including increased maximum dry density, bearing capacity, and unconfined compression strength. This research paper offers an innovative technique to mitigate settlement problems and presents an eco-friendly waste management solution for sustainable development. Full article

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5 pages, 601 KB

Open AccessProceeding Paper

Framework for Energy Performance Measurement of Residential Buildings Considering Occupants’ Energy Use Behavior

by Nida Azhar, Farrukh Arif and Abdul Basit Khan

Eng. Proc. 2023, 44(1), 15; https://doi.org/10.3390/engproc2023044015 - 28 Aug 2023

Cited by 1 | Viewed by 2334

Abstract

Buildings’ contribution to global final energy use is about 30%, which makes them a primary focus for implementing energy-efficient measures. Building energy efficiency is an important consideration for residential buildings due to the significant environmental impact of energy consumption and the rising cost [...] Read more.

Buildings’ contribution to global final energy use is about 30%, which makes them a primary focus for implementing energy-efficient measures. Building energy efficiency is an important consideration for residential buildings due to the significant environmental impact of energy consumption and the rising cost of energy. Estimating and optimizing a building’s energy performance is an efficient method to reduce its environmental impact and cost. There exists a lack of accuracy in estimating the energy performance of a building due to approximations in the monitored data as well as a lack of consideration for occupants’ energy use behavior. This study aimed to develop a comprehensive framework that assists in accurately estimating building energy performance considering occupants’ energy use behavior. The framework proposed a scheme to collect occupant behavior data, such as occupancy patterns, appliance usage, and lighting conditions, through a living-lab setup and developing an occupants’ behavior model that was utilized for more accurate building energy modeling and performance analysis. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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4 pages, 633 KB

Open AccessProceeding Paper

The Behavior of Retrofitted GPC Columns under Eccentric Loading

by Shahzaib Farooq, Faheem Butt and Rana Muhammad Waqas

Eng. Proc. 2023, 44(1), 16; https://doi.org/10.3390/engproc2023044016 - 28 Aug 2023

Viewed by 1340

Abstract

Geopolymer concrete (GPC) has been the subject of ongoing research as a suitable substitute for conventional concrete production because of its benefits for the environment. However, there is little research regarding retrofitting the structural part if a GPC member fails. The current study [...] Read more.

Geopolymer concrete (GPC) has been the subject of ongoing research as a suitable substitute for conventional concrete production because of its benefits for the environment. However, there is little research regarding retrofitting the structural part if a GPC member fails. The current study thus concentrates on the damaged GPC structural members/columns. For this purpose, twelve columns which include four CC columns, four GPC Columns, and four FRGPC columns, were retrofitted with CFRP sheets and tested in the electrohydraulic testing apparatus (5000 kN). The results showed significant improvement in the ultimate load value of all 12 columns. Axial strain in all 12 columns also increased significantly. The ductility index of the columns was also calculated using axial strain values. The axial load–displacement behavior, ductility, and loading capacity of the evaluated columns are all significantly improved by the addition of steel fibers. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 358 KB

Open AccessProceeding Paper

Composite Fibers in Concrete: Properties, Challenges, and Future Directions

by Samiullah Khan, Safeer Khattak and Hamza Khan

Eng. Proc. 2023, 44(1), 17; https://doi.org/10.3390/engproc2023044017 - 28 Aug 2023

Cited by 2 | Viewed by 5392

Abstract

Composite fibers are an essential component of modern concrete structures, providing enhanced mechanical properties and durability. There are different types of fibers commonly used in concrete such as steel, glass, carbon, polypropylene fibers, etc. Composite fibers include a combination of two or more [...] Read more.

Composite fibers are an essential component of modern concrete structures, providing enhanced mechanical properties and durability. There are different types of fibers commonly used in concrete such as steel, glass, carbon, polypropylene fibers, etc. Composite fibers include a combination of two or more of these fibers. Composite fibers are discussed in detail, along with their properties and benefits. This paper also highlights the effects of composite fibers on the various properties of concrete, such as compressive strength, tensile strength, toughness, and durability. Furthermore, this paper discusses some of the challenges and limitations associated with the use of composite fibers in concrete, including issues related to fiber dispersion, fiber–matrix interactions, and cost-effectiveness. Finally, this paper concludes with a discussion of the future directions of research on composite fibers in concrete, focusing on potential advancements in fiber technology, improved manufacturing techniques, and the development of new fiber–matrix systems. Overall, this paper provides a comprehensive overview of the current state of the art in composite fibers in concrete and serves as a valuable resource for researchers and practitioners in the field. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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4 pages, 460 KB

Open AccessProceeding Paper

Utilizing Corn Cob Ash and Bauxite as One-Part Geopolymer: A Sustainable Approach for Construction Materials

by Raheel Arif, Ammar Iqtidar and Safeer Ullah Khattak

Eng. Proc. 2023, 44(1), 18; https://doi.org/10.3390/engproc2023044018 - 29 Aug 2023

Cited by 2 | Viewed by 2949

Abstract

This research focused on creating sustainable geopolymer mortar using waste materials such as corn cob ash (CCA) and bauxite. The CCA was obtained by burning corn cobs in an open environment and then further treated at 600 °C to remove carbon impurities. The [...] Read more.

This research focused on creating sustainable geopolymer mortar using waste materials such as corn cob ash (CCA) and bauxite. The CCA was obtained by burning corn cobs in an open environment and then further treated at 600 °C to remove carbon impurities. The resulting ash was ground to improve reactivity and used as a binder. Sodium silicate was used as an activator for geopolymerization. The geopolymer was prepared by combining the binder with fine aggregate, ground bauxite, and CCA in different proportions. The curing process involved heating the samples at 70 °C for 24 h followed by ambient temperature curing. Compression testing was conducted at 7, 14, and 28 days to assess the strength and durability of the geopolymer mortar. Testing was performed according to ASTM standards. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 1110 KB

Open AccessProceeding Paper

Micro Structural Study of Concrete with Indigenous Volcanic Ash

by Muhammad Iqbal Bashir and Ayub Elahi

Eng. Proc. 2023, 44(1), 19; https://doi.org/10.3390/engproc2023044019 - 31 Aug 2023

Viewed by 1583

Abstract

Extraordinary efforts should be carried out in Pakistan to prepare green concrete from waste materials. The utilization of Volcanic Ash (VA) in concrete can make sustainable concrete that will produce less carbon dioxide (CO₂) emissions and give positive outcomes. Hence, compressive [...] Read more.

Extraordinary efforts should be carried out in Pakistan to prepare green concrete from waste materials. The utilization of Volcanic Ash (VA) in concrete can make sustainable concrete that will produce less carbon dioxide (CO₂) emissions and give positive outcomes. Hence, compressive strength was tested on VA concrete with changing concentrations ranging from 0, 10, and 20% with constant W/C, and the result was evaluated by scanning electron microscopy. The analysis of results reveals that the intrusion of VA with 10% replacement gives a significant response, and enhances the strength of the overall matrix. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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5 pages, 1456 KB

Open AccessProceeding Paper

Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire

by Javaria Mehwish, Katherine A. Cashell and Rabee Shamass

Eng. Proc. 2023, 44(1), 20; https://doi.org/10.3390/engproc2023044020 - 7 Sep 2023

Cited by 2 | Viewed by 1967

Abstract

This paper examines the behavior of stainless-steel-reinforced concrete (SSRC) flexural members subjected to fire. Stainless steel (SS) reinforcement has gained popularity due to its corrosion resistance and long maintenance-free life. However, there is an insufficiency of performance data and design guidance in the [...] Read more.

This paper examines the behavior of stainless-steel-reinforced concrete (SSRC) flexural members subjected to fire. Stainless steel (SS) reinforcement has gained popularity due to its corrosion resistance and long maintenance-free life. However, there is an insufficiency of performance data and design guidance in the present literature. This paper presents a numerical assessment of SSRC structural elements using a material model based on experimental tests. A finite element model was utilized to simulate and analyze the response of SSRC beams under fire. This study compared the behavior of SSRC beams with traditional carbon-steel-reinforced concrete (CSRC) beams, demonstrating that SSRC members have a higher load carrying capacity and can sustain fire exposure for longer durations. Additionally, SSRC beams exhibited higher deflections during fire exposure compared to CSRC beams. Full article

(This article belongs to the Proceedings of The 5th Conference on Sustainability in Civil Engineering)

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