Zobrazeno 1 - 10
of 3 279
pro vyhledávání: '"shear resistance"'
Publikováno v:
BioResources, Vol 19, Iss 4, Pp 8411-8426 (2024)
In the post and beam structure, the post and beam play a crucial role in directly supporting and transmitting loads, thus making them essential elements in structural design. In cases where the moment resistance performance of the post-beam joint is
Externí odkaz:
https://doaj.org/article/9aab9b74304b438198da07ad5b0a532c
Publikováno v:
GeoHazards, Vol 5, Iss 3, Pp 917-931 (2024)
In slopes where high pore water pressure exists, deep counterfort drains (also called drainage trenches or trench drains) represent one of the most effective methods for improving stability or mitigating landslide risks. In the cases of deep or very
Externí odkaz:
https://doaj.org/article/8a7056179c074e8a8a9cd42a8171576e
Publikováno v:
International Journal of Structural Integrity, 2024, Vol. 15, Issue 2, pp. 360-381.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-12-2023-0132
Publikováno v:
Vojnotehnički Glasnik, Vol 72, Iss 2, Pp 695-707 (2024)
Introduction: The resistance of road surfaces to the formation of a longitudinal wear mark from passing vehicles at the present stage is one of the most pressing problems in the field of asphalt concrete coatings. Therefore, the search for a solution
Externí odkaz:
https://doaj.org/article/7c15dd1d1c3f4463be958f6d16aca11d
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03904- (2024)
This paper presents the experimental data and model’s predictions on the shear performance of fiber reinforced polymer (FRP)-reinforced concrete (FC) beams with E-glass FRP (GFRP) longitudinal bars and carbon FRP mesh fabric (CFRP-MF) transverse st
Externí odkaz:
https://doaj.org/article/783a0aaa0d0e44fd9df5516e32a2e3fb
Autor:
Wei-wen Li, Jian-qiang Huang, Yao Lu, Ying-wu Zhou, Walid Mansour, Ming-feng Kai, Shao-feng Qin, Peng Wang
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03266- (2024)
The corrosion of steel stirrups is recognized as a significant contributing factor to shear deterioration in reinforced concrete (RC) structures, leading to detrimental effects on structural performance and potential early failures during service. To
Externí odkaz:
https://doaj.org/article/7b56a43ca24349e0a851d6d13a79e696
Autor:
Nwzad Abduljabar Abdulla
Publikováno v:
Next Materials, Vol 4, Iss , Pp 100216- (2024)
In the last few decades, considerable research effort has been spent on understanding the performance of concrete specimens incorporating recycled aggregate. Several studies have attempted to add coarse recycled aggregate (CRA) to transversely-unrein
Externí odkaz:
https://doaj.org/article/c9a7458d65104579aba104c01b921f6b
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03140- (2024)
Carbon fiber-reinforced polymer (CFRP) is attractive to serve as reinforcements for concrete structures under harsh environmental conditions. Previous studies show that strip-shaped CFRP stirrups are satisfactory to replace conventional steel stirrup
Externí odkaz:
https://doaj.org/article/466dafbdcb5145538ee2165e1c444b62
Publikováno v:
Measurement: Sensors, Vol 33, Iss , Pp 101198- (2024)
In order to improve the shear performance of reinforced concrete beams and improve the shear bearing capacity of concrete beams, the author proposes a scheme based on flax fiber cloth to strengthen the shear performance of reinforced concrete beams,
Externí odkaz:
https://doaj.org/article/9d28967749d448ca85fb43c6a7456be4
Publikováno v:
BioResources, Vol 19, Iss 2, Pp 2314-2326 (2024)
The shear resistance of a structural particleboard (PB) wall was evaluated as a means to utilize recycled wood and low-grade logs for long periods. The wall was composed of spruce-pine-fir (SPF) lumber, nails, and structural PB, which was developed b
Externí odkaz:
https://doaj.org/article/dc5a5ee10f9e4c21a3a46681d90e17ef