Results 121 to 130 of about 3,941 (234)

Strut-and-Tie Method for GFRP-RC Deep Members

International Journal of Concrete Structures and Materials
The current code provisions in ACI 440.11 are based on the flexural theory that applies to slender members and may not represent the actual structural behavior when the shear span-to-reinforcement depth ratio is less than 2.5 (i.e., deep members).
Zahid Hussain, Antonio Nanni
doaj   +1 more source

Strut and tie models for analysis/design of external beam-column joints [PDF]

, 2001
Newman,J.B.,, Vollum,R.L.,
core   +1 more source

Assessment of the strengthening effectiveness of EBR and NSM techniques for beams’ dapped-end by FEM analysis [PDF]

, 2013
This document presents the work related to the assessment of the effectiveness of strengthening reinforced concrete (RC) dapped-end beams using carbon fiber reinforced polymers (CFRP).
Barros, Joaquim A. O., Dăescu, A. C., Nagy-György, T., Popescu, C., Sas, Gabriel   +4 more
core  

Modified Softened Strut and Tie Model for Concrete Deep Beams

Journal of Engineering and Sustainable Development, 2012
A modified softened strut-and-tie model (MSST) for determining the shear strength of reinforced concrete deep beams is proposed in this paper. It is a simplified analytical model and several improvements have been made.
Mohammed M. Rasheed
doaj  

Blocos de concreto armado sobre seis estacas: simulação numérica e dimensionamento pelo método de bielas e tirantes

Revista IBRACON de Estruturas e Materiais
Este artigo analisa o comportamento estrutural de blocos de concreto armado sobre seis estacas dispostas em arranjo retangular. Considerou-se a deformabilidade do solo de apoio das estacas, diferentes resistências para o concreto e pilares com seções ...
D. S. Oliveira, R. Barros, J. S. Giongo
doaj   +1 more source

Nonlinear analysis of the end zones of prestressed concrete girders [PDF]

, 2017
Pretensioned concrete girders have been used for many years in construction. Nevertheless, optimization is still possible, especially regarding the anchorage zones.
Boel, Veerle, De Corte, Wouter, Taerwe, Luc, Van Meirvenne, Kizzy   +3 more
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Analysis of Shear Model for Steel-Fiber-Reinforced High-Strength Concrete Corbels with Welded-Anchorage Longitudinal Reinforcement. [PDF]

Materials (Basel), 2023
Li SS, Peng D, Wang H, Zhang FJ, Li HM, Xie YJ, Chen AJ, Xie W.   +7 more
europepmc   +1 more source

Experimental Study of Shear Performance of High-Strength Concrete Deep Beams with Longitudinal Reinforcement with Anchor Plate. [PDF]

Materials (Basel), 2023
Li SS, Jin TC, Zheng LA, Zhang GY, Li HM, Chen AJ, Xie W.   +6 more
europepmc   +1 more source

Karakteristik Hubungan Balok-kolom Pada Struktur Balok Tinggi Dengan Pengekangan [PDF]

, 2015
KARAKTERISTIK HUBUNGAN BALOK-KOLOM PADA STRUKTUR BALOK TINGGI DENGAN PENGEKANGANCharacteristics ofBeam – Column Connectian on Deep beam Constructian with ConfinementNinik Catur EY1 & Agus Subiyanto21,2Jurusan Teknik Sipil Universitas Merdeka Malang ...
EY, N. C. (Ninik), Subiyanto, A. (Agus)
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Randomness in topological models

, 2010
p. 914-925There are two aspects of randomness in topological models. In the first one, topological idealization of random patterns found in the Nature can be regarded as planar representations of three-dimensional lattices and thus reconstructed in the
BOBER, Waldemar, TARCZEWSKI, Romuald
core