Results 11 to 20 of about 16,770 (227)

Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization

Revista IBRACON de Estruturas e Materiais, 2021
Reinforced concrete short corbels are components characterized to represent typical conditions of geometrical and static discontinuity. In general, the classical bending theory is not valid for their design.
Matheus Barbosa Moreira Cedrim, Eduardo Nobre Lages, Aline da Silva Ramos Barboza   +2 more
doaj   +1 more source

Theoretical and Experimental Studies of Two-Span Reinforced Concrete Deep Beams and Comparisons with Strut-and-Tie Method

Advances in Civil Engineering, 2021
Regarding the complicated behavior of continuous deep beams, a research program including three parts was conducted. First part: three continuous concrete deep beams with different shear span-to-depth ratios (a/h) were tested.
Mahsa Zargarian, Alireza Rahai
doaj   +1 more source

Pemodelan Numerik Perilaku Keruntuhan Balok Tinggi Beton Bertulang

Jurnal Teknik Sipil, 2019
Metode strut-and-tie model merupakan metode perencanaan struktur yang didasarkan pada pemahaman tentang adanya daerah D dan daerah B pada struktur beton bertulang.
Yosafat Aji Pranata, Bambang Suryoatmono
doaj   +1 more source

Application of Plasticity Theory to Reinforced Concrete Deep Beams [PDF]

, 2008
yesThis paper reviews the application of the plasticity theory to reinforced concrete deep beams. Both the truss analogy and mechanism approach were employed to predict the capacity of reinforced concrete deep beams.
A. Ashour, American Association of State Highway and Transportation Officials, American Concrete Institute, American Concrete Institute, Ashour A. F., Ashour A. F., Ashour A. F., Bažant Z. P., British Standards Institution, Canadian Standards Association, Exner H., Grob J., Hwang S.-J., Jensen J. F., K.-H. Yang, Liang Q. Q., MacGregor J. G., Marti P., Matamoros A. B., Nielsen M. P., Oesterle R. G., Regan P. E., Rogowsky D. M., Russo G., Schlaich J., Siao W. B., Tan K. H., Tihin T. N., Zainai B. M.   +28 more
core   +1 more source

Design of deep pile caps by strut-and-tie models

Revista IBRACON de Estruturas e Materiais, 2019
There are many methods for designing pile caps, but there is still no consensus on which one provides the best approach for the practical engineers. In Brazil, many structural designers use the classical Blévot method; however, the applicability of the ...
D. M. SANTOS, M. L. CARVALHO, F. R. STUCCHI   +2 more
doaj   +2 more sources

PEMBANGUNAN INFRASTUKTUR JALAN USAHA TANI DENGAN MEMANFAATKAN MODAL SOSIAL (STUDI DESKRIPTIF DI DESA BERORA, KECAMATAN LOPOK, KABUPATEN SUMBAWA, NTB) [PDF]

, 2023
The village community's efforts to build farming roads by utilizing social capital are felt to be lacking, so this is a problem in this research. This can be seen from the lack of empowerment and social organizations whose existence runs properly by ...
Izaiszati, Rizkha
core  

Reinforced Concrete Corbel’s Behavior using Strut and Tie Model

Journal of the Civil Engineering Forum, 2018
Reinforced concrete (RC) corbel is one of a disturbed region of elements of the structure. SNI 2847: 2013 as a guideline from Ministry of Public Works provides the design of RC corbels by the conventional method and with Strut and Tie Model (STM).
Mutmainnah Rahman Putri
doaj   +1 more source

Modified interactive strut-and-tie model for shear strength prediction of RC corbels

Engineering and Applied Science Research, 2019
On the basis of the modified Kupfer and Gerstle’s biaxial failure criterion ofconcrete, amodified interactive strut-and-tie model (MISTM) to predict the nominal shear strength of RC corbels was derived and is proposed in this paper.
Panatchai Chetchotisak, Parin Rulak, Jaruek Teerawong   +2 more
doaj   +1 more source

Strut-and-Tie Model and Numerical Simulation of Sleeve Grouting Connection for Concrete-Filled Steel Tube Column

Journal of Marine Science and Engineering, 2022
To study the performance and failure mechanisms of concrete-filled steel tube (CFST) column sleeve grouting connections, theoretical analysis and finite element simulation were performed for the structure in the connection.
Wenpeng Che, Jianwei Chen, Jinglu Cao, Wenling Tian   +3 more
doaj   +1 more source

Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions [PDF]

E3S Web of Conferences, 2020
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained ...
Tur Viktar, Sannikava Volha
doaj   +1 more source