Results 21 to 30 of about 3,941 (234)

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

open access: yesRevista 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   +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]

open access: yes, 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

open access: yesJournal 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

Strut and Tie Modelling of Reinforced Concrete Deep Beams Under Static and Fixed Pulsating Loading

open access: yesمجلة النهرين للعلوم الهندسية, 2020
Numerical analysis of the performance of reinforced concrete (RC) deep beam subjected to static and fixed-point pulsating loading at the midpoint has been investigated. Three-dimensional nonlinear finite element model using the Strut and Tie approach was
Ajibola Ibrahim Quadri
doaj   +1 more source

Strut-and-tie model and its applications in reinforced concrete deep beams: A comprehensive review

open access: yesCase Studies in Construction Materials, 2023
Strut-and-tie model (STM), with its truss analogy, is yet a powerful tool for analyzing and designing complex prestressed and reinforced concrete structures.
Imad Shakir Abbood
doaj   +1 more source

Strut-and-tie model based on crack band theory for deep beams [PDF]

open access: yes, 2010
yesA simplified strut-and-tie model including size effect based on the crack band theory is proposed to evaluate the shear capacity of deep beams. Concrete struts are idealized as uniformly tapered prismatic members with a stress relief strip whereas ...
Ashraf F. Ashour   +13 more
core   +1 more source

Strut-and-tie models for deteriorated reinforced concrete half-joints [PDF]

open access: yes, 2018
A reinforced concrete half-joint bridge consists of suspended span dapped-end beams or a full-width deck supported on the nibs of abutments or adjacent beams.
Desnerck, P, Lees, JM, Morley, CT
core   +1 more source

Automatic generation of planar RC Strut-and-Tie models [PDF]

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2013
This paper presents a proposal for determining Strut-and-Tie models of reinforced concrete plane elements. For the purposes of analysis, a computer program was developed and a discrete topological optimization was applied, using a truss member for the
Starčev-Ćurčin Anka   +2 more
doaj   +1 more source

Influence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beams [PDF]

open access: yes, 2007
yesTest results of 24 reinforced concrete continuous deep beams are reported. The main variables studied were concrete strength, shear span-to-overall depth ratio (a/h) and the amount and configuration of shear reinforcement.
Ashour, Ashraf F.   +2 more
core   +1 more source

The strut-and-tie models in reinforced concrete structures analysed by a numerical technique

open access: yesRevista IBRACON de Estruturas e Materiais
The strut-and-tie models are appropriate to design and to detail certain types of structural elements in reinforced concrete and in regions of stress concentrations, called "D" regions.
V. S. Almeida   +2 more
doaj   +1 more source

Home - About - Disclaimer - Privacy