Results 51 to 60 of about 1,739 (214)
This paper investigates the laboratory test results of 12 deep beams available in the literature, where the longitudinal reinforcement was anchored into the support using short straight bar anchorages.
R. A. SOUZA, S. BREÑA
doaj +1 more source
Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results.
Tadeusz Urban , Jakub Krakowski
doaj +1 more source
Generation of Strut-and-Tie Models and Stress Fields for Structural Concrete [PDF]
Strut-and-tie models are principally the discretized stress fields, which simplify the dimensioning and detailing of reinforced concrete members. The computational generation of stress fields currently relies on finite element analysis or optimization methods.
Mozaffari, Salma; id_orcid0000-0002-5364-3849 +2 more
openaire +2 more sources
Abstract The structural role of precast concrete walls with openings is often overlooked in design practice due to concerns about reduced stiffness, stress concentration, cracking around openings, and potential unexpected failure modes under seismic loading.
Gonçalo Marreneca +2 more
wiley +1 more source
PENERAPAN STRUT AND TIE MODEL PADA PERANCANGAN PILE CAP FONDASI TIANG PANCANG [PDF]
Strut and tie model adalah suatu perancangan struktur beton bertulang dengan membagi struktur menjadi daerah D (Disturb) dan daerah B (Bernoulli) dan menyelesaikannya dengan menggunakan model rangka batang ekivalen.
Fernandez, Hermina Gilda
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Optimized Design of Anchor Plates for 2200 MPa-Class Prestressing Anchorage Zones
The strength of prestressed steel strands has developed towards high strength, increasing from 1860 MPa to over 2200 MPa. The stress in the prestressed anchorage zone is more concentrated and complex, and the anchor plates for dispersed loads need to be ...
Xin Lu, Wanxu Zhu
doaj +1 more source
Reverse engineering strut‐and‐tie models for assessing reinforced concrete structures
Abstract Strut‐and‐tie models enable the design of reinforced concrete structures with static or geometrical discontinuities, providing interpretability and control over the load path. These models are valuable for designing discontinuity regions of new structures and for validating nonlinear finite‐element analysis results. However, developing a strut‐
Karin Yu, Walter Kaufmann
wiley +1 more source
Strut and tie model (STM) is more suitable to design the pierhead structures which resist high shear forces transferred from the girders. These pierhead structures behave like the disturbed regions as in reinforced concrete deep beam.
Bambang Piscesa, Tavio Tavio
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Abstract In precast concrete structures, optimizing the design of corbels by considering the contributions of secondary reinforcement elements can significantly improve construction economy, especially when corbels are repeated multiple times. This paper proposes a strut‐and‐tie model for reinforced concrete corbels subjected to vertical and/or ...
Rejane Martins Fernandes Canha +3 more
wiley +1 more source
ANALISIS DAN DESAIN BALOK TINGGI BETON BERTULANG DENGAN METODA STRUT AND TIE MODEL [PDF]
Balok tinggi (deep beam) biasanya memikul beban yang besar dan aksi balok tinggi dapat dijumpai pada dinding pondasi (foundation wall), topi pancang (pile cap), dan dinding geser (shear wall) yang mengalami tegangan yang cukup besar pada elemen-elemennya.
NOVIAGUSTY, KUSUMA
core +1 more source

