Analysis of the use of fiber concrete in lintel beams as an alternative to traditional prefabricated solutions Cover

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Analysis of the use of fiber concrete in lintel beams as an alternative to traditional prefabricated solutions

Construction of Optimized Energy Potential

By: Szymon Sawczyński , Anees Ahmed Vighio and Muhammad Yousaf Raza Taseer

Open Access

|Nov 2025

Figures & Tables

Dependence of the design moment and load-bearing capacity of prefabricated beams on the opening span. Details are provided in the text (own research)

Laboratory tests: a) compressive strength test b) four-point bending test (own photos)

Histogram of bending tests of fiber-reinforced concrete beams and a graph of the probability density function of the normal distribution (own research)

The average values of the failure load and the corresponding failure (own research)

	Polyex Duro	Polyex MESH	BAUMIX 60	Concrete beam
	2 kg/m³	2 kg/m³	20 kg/m³	Bars: 2×12 mm
P_max [kN]	11.60	10.20	9.86	57.31
M_max [kNm]	2.03	1.78	1.72	9.65

DOI: https://doi.org/10.17512/bozpe.2025.14.03 | Journal eISSN: 2544-963X | Journal ISSN: 2299-8535

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Language: English

Published on: Nov 24, 2025

Published by: Technical University in Czestochowa

In partnership with: Paradigm Publishing Services

Publication frequency: 1 issue per year

Keywords:

fiber concrete,

sustainable construction,

material optimization,

concrete strength

Related subjects:

Architecture and design,

Architecture and design, other,

Civil engineering,

Environmental engineering

© 2025 Szymon Sawczyński, Anees Ahmed Vighio, Muhammad Yousaf Raza Taseer, published by Technical University in Czestochowa
This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 License.