Results 251 to 260 of about 32,669 (304)

Macromodeling of SFRC Flexural Behavior and Impact of Fiber Characteristics on Flexural Behavior

Journal of Materials in Civil Engineering, 2022
AbstractWith advances in materials science, the performance of concrete materials has continued to improve, especially its compression strength.
Li Liu, William M. McGinley
openaire   +1 more source

Flexural Behavior of Six Species of Italian Bamboo

Construction Technologies and Architecture, 2022
The good mechanical performance of bamboo, coupled with its sustainability, has boosted the idea to use it as a structural material. In some areas of the world it is regularly used in constructions but there are still countries in which there is a lack of knowledge of the mechanical properties of the locally-grown bamboo, which limits the spread of ...
S. Greco, L. Molari
openaire   +2 more sources

Flexural behavior of frozen soil

Canadian Geotechnical Journal, 1986
Plain and reinforced frozen sand beams were loaded incrementally in pure bending at −6 and −10 °C. For plain beams, the deflection rate (during secondary creep) showed a linear relationship with applied load on a log–log scale while experimental results of beams reinforced with a single 4.76 mm diameter steel bar showed a bilinear relationship.
Sweanum Soo, Robert K. Wen, Orlando B. Andersland   +2 more
openaire   +1 more source

Flexural behavior of polymer concrete

Construction and Building Materials, 1999
Abstract The flexural behavior of polymer concrete (PC) made with different types of resins was evaluated in this study. A total of 54 beams was tested under four-point loading (36 singly reinforced and 18 unreinforced) to examine different parameters that influence the behavior of polymer concrete in flexure.
Hisham Abdel-Fattah, Moetaz M El-Hawary
openaire   +1 more source

Analysis and Behavior of Ferrocement in Flexure

Journal of the Structural Division, 1977
Although the ultimate flexural capacity of ferrocement beams has been successfully predicted, few attempts have been made to predict deflections and crack widths under loading. Experiments were carried out to determine the load-deflection curves, crack distribution, and crack widths for ferrocement beams up to ultimate.
Perumalsamy N. Balaguru, Surendra P. Shah, Antoine E. Naaman   +2 more
openaire   +1 more source

Ferrocement—Material Behavior in Flexure

Journal of the Structural Division, 1974
The results of the program are derived from 80 tests on specimens in the form of planks measuring 36 in. x 6 in. x 1 in. (914 mm x 152 mm x 25 mm) subjected to third point loading in flexure. Variables include the type, amount, strength, and orientation of the reinforcement and the strength and density of the mortar.
Colin D. Johnston, Dallas N. Mowat
openaire   +1 more source

Flexural behavior of PEEK materials for dental application

Dental Materials, 2015
The high-performance thermoplastic polymer PEEK (poly-ether-ether-ketone) is used as alternative implant material to metals since 1998 in many medical fields due to its bone-like mechanical properties. These iso-elastic characteristics of PEEK lead to the assumption, that it could represent a viable alternative to conventional materials also in the ...
Andreas Dominik, Schwitalla, Tobias, Spintig, Ilona, Kallage, Wolf-Dieter, Müller   +3 more
openaire   +2 more sources

Flexural Behavior of Composite Reinforced Concrete Elements

Journal of Materials in Civil Engineering, 2001
Although structural light-weight concrete has enjoyed frequent application in Europe and the United States since the 1950s, it has not been used at all in Turkey despite abundant and economical sources of natural light-weight aggregates. The reason for this reluctance is lack of confidence and technical ignorance. In order to allay, to some extent, the
Haktanir, Tefaruk, Altun, Fatih
openaire   +2 more sources

Identification of Effect of Slabs on Flexural Behavior of Beams

Journal of Engineering Mechanics, 1990
The flexural behavior of reinforced concrete slab‐beam sections is investigated for the case where the slab is in tension. To describe the behavior of the cross section, the traditional kinematic assumption that plane sections remain plane is relaxed and higher order strain profiles in the transverse direction are adopted.
Pantazopoulou, Stavroula J., Moehle, J. P., Pantazopoulou, Stavroula J., Moehle, J. P.   +3 more
openaire   +2 more sources