Effects of Steel and Glass Fibers on the Compressive Behavior of Rubberized Concrete: An Experimental Study and Constitutive Modeling DOI Creative Commons

Hongjie Lv,

Lijuan Li, Weiping Zhu

et al.

Buildings, Journal Year: 2024, Volume and Issue: 14(11), P. 3474 - 3474

Published: Oct. 30, 2024

Rubberized concrete exhibits enhanced toughness and sustainability but suffers from reduced mechanical strength, limiting its applications. This study the compressive strength of rubberized using hybrid steel/glass fibers. The results showed a positive synergy between fibers, with improvements in elastic modulus, Poisson’s ratio, peak strain, by 16.1%, 19.4%, 32.0%, 63.4%, 101.7%, respectively, at fiber content 0.8% (steel 0.6% glass 0.2%). A well-fitting stress–strain model was adopted for future constitutive simulations. advances understanding fibers under axial compression promotes application structural engineering.

Language: Английский

Short- and long-term experimental performance of concrete with copper slag: Mechanical and physical properties assessment DOI Creative Commons
Yimmy Fernando Silva Urrego, C. Burbano-Garcia, Gerardo Araya-Letelier

et al.

Case Studies in Construction Materials, Journal Year: 2024, Volume and Issue: 20, P. e03302 - e03302

Published: May 16, 2024

Industrial waste management has increased in recent years and, at the same time, production of more sustainable and high-performance concrete become one most important challenges related to built environment. To contribute face previously mentioned challenges, this paper presents an experimental study on influence copper slag (CS) as a supplementary cementitious material (SCM) physical mechanical performance both short- long-terms. The CS was incorporated using five increasing levels (0%, 10%, 20%, 30% 50% vol.) SCM fresh state (slump) hardened (compressive strength, indirect tensile flexural porosity capillary suction) properties concretes were evaluated. results showed that highest slump achieved by mixture with CS, reaching 27% increment compared reference (0% CS). In state, average compressive splitting strength values monotonically decreased content short ages (28 days). However, 360 days, 10% SC presented strengths 57 MPa 4.9 MPa, respectively, exceeding corresponding concrete, respectively. addition, obtained 3.2% 3.5% 28 which might be attributed angular shape particles cement particles. terms properties, voids absorption increased, yet days curing, only higher than (increments 5.6% 5.4% for absorption, respectively). conclusion, advantageous potential use low percentages (between 10 20%), especially long term mixtures.

Language: Английский

Citations

9

Efficient utilization of coral waste for internal curing material to prepare eco-friendly marine geopolymer concrete DOI
Zhiyuan Yang,

Zhantang Chen,

Hong Zhu

et al.

Journal of Environmental Management, Journal Year: 2024, Volume and Issue: 368, P. 122173 - 122173

Published: Aug. 11, 2024

Language: Английский

Citations

9

Bond performance between ribbed BFRP bar and seawater sea-sand concrete: Influences of rib geometry DOI
Shaohua He, Lijuan Li, Jiawei Lin

et al.

Structures, Journal Year: 2024, Volume and Issue: 65, P. 106660 - 106660

Published: June 1, 2024

Language: Английский

Citations

4

Assessing the effects of supplementary cementitious materials on concrete properties:a review DOI Creative Commons
Almotaseembillah Ahmed

Deleted Journal, Journal Year: 2024, Volume and Issue: 1(1)

Published: Dec. 18, 2024

Language: Английский

Citations

4

Development of OptiCon: A Mathematical Model with a Graphical User Interface for Designing Sustainable Portland Cement Concrete Mixes with Budget Constraint DOI Creative Commons

Angie Pineda,

Rita Peñabaena‐Niebles, Gilberto Martínez-Arguelles

et al.

Inventions, Journal Year: 2025, Volume and Issue: 10(2), P. 22 - 22

Published: March 1, 2025

The production of Portland Cement Concrete (PCC) generates significant environmental impacts that increase climate change and decrease people’s quality life. Recent studies highlight the potential to reduce these burdens by partially replacing cement with Supplementary Cementitious Materials (SCMs) coarse aggregates Recycled Aggregate (RCA). However, designing PCCs simultaneous contents SCMs RCA is not easily manageable because current design procedures fail adjust all variables involved. In order overcome limitations, this research introduces a novel mathematical model designed develop operationally efficient PCC mixes are both environmentally sustainable cost-effective. proposed model, denominated OptiCon, employs Life-Cycle Assessment Costs Analysis methodologies evaluate incorporation three different (i.e., fly ash, silica fume, steel slag) into mixes. OptiCon also integrated within graphical user interface in make its implementation straightforward for users. Thus, operationalized through an algorithm, offering replicable approach can be adapted various contexts, providing theoretical framework practical tool state agencies, engineers, suppliers, other stakeholders adopt more friendly practices concrete production. Furthermore, case study from northern Colombia analyzed thirty mix scenarios varying supplier conditions (foreign, local, or mixed), calculating costs CO2 emissions fixed volume 1 m3. findings demonstrated utilizing achieve substantial reductions costs, underscoring model’s efficiency impact.

Language: Английский

Citations

0

Quantitative evaluation for the fracture resistance of alkali-activated slag/fly ash seawater sea sand mortar DOI
Zhongke Sun,

Shutong Yang,

Zhenhua Ren

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 470, P. 140620 - 140620

Published: March 4, 2025

Language: Английский

Citations

0

Sustainable application of ferrochrome slag as green aggregate material for novel application in concrete - A review DOI Creative Commons

Yaqoob Al Hindasi,

Nor Hasanah Abdul Shukor Lim, Natarajan Rajamohan

et al.

Journal of Hazardous Materials Advances, Journal Year: 2025, Volume and Issue: unknown, P. 100681 - 100681

Published: March 1, 2025

Language: Английский

Citations

0

Concrete Resilience Under the Impact of Water Forces: A Review of Abrasion Resistance in Hydraulic Structures DOI Creative Commons

G. Murali,

Leong Sing Wong, K. Karthikeyan

et al.

Results in Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 104654 - 104654

Published: March 1, 2025

Language: Английский

Citations

0

Chloride-induced degradation in blended concrete systems: A comparative study under ideal and combined exposure conditions using embedded piezo sensors DOI
Gomasa Ramesh, Visalakshi Talakokula, Sri Kalyana Rama Jyosyula

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 475, P. 141114 - 141114

Published: April 11, 2025

Language: Английский

Citations

0

Mechanical properties and microstructures of thermally activated ultrafine recycled fine powder cementitious materials DOI
Muwang Wei, Liuyi Chen, Nengzhong Lei

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 475, P. 141195 - 141195

Published: April 11, 2025

Language: Английский

Citations

0