Results 111 to 120 of about 1,739 (214)

Experimental Investigation on Shear Capacity of Steel-Fiber-Reinforced High-Strength Concrete Corbels. [PDF]

Materials (Basel), 2023
Li SS, Zheng JY, Zhang JH, Li HM, Guo GQ, Chen AJ, Xie W.   +6 more
europepmc   +1 more source

Experimental Investigation of Shear Connection in Precast Concrete Sandwich Panels with Reinforcing Ribs. [PDF]

Polymers (Basel)
Macháček J, Kafková E, Kabíčková V, Vlach T.   +3 more
europepmc   +1 more source

Finite element analysis of a constructional column on the out-of-plane performance of the damaged steel frame-infilled wall. [PDF]

Sci Rep
Wang Z, Luo H, Lin H, Yuan S, Zhu Z, Liang W.   +5 more
europepmc   +1 more source

Experimental Study and Calculation Methods of Shear Capacity for High-Strength Reinforced Concrete Full-Scale Deep Beams. [PDF]

Materials (Basel), 2022
Li S, Wu Z, Zhang J, Xie W.
europepmc   +1 more source

Strut and tie modelling of deep beams

, 2015
This study creates a spreadsheet program in order to analyse strut-and-tie models that can be used in different kinds of deep beam configurations. The spreadsheets can help to perform quick calculations to obtain the beam capacity without the need to ...
Chan, Xin Yi
core  

Shear-Flexural Performance of Steel Fiber-Reinforced Concrete Composite Beams: Experimental Investigation and Modeling. [PDF]

Materials (Basel)
Zhi Q, Xu Z, Chen W, Zhang H, Liu S, Yuan Z.   +5 more
europepmc   +1 more source

Nonlinear structural analysis using strut-and-tie models

, 2005
Increasing popularity of the strut-and-tie methodology among research communities and practising engineers is due to its rational analytical approach and its superiority, compared to the conventionally employed empirical methods for analysing disturbed ...
To, Nicholas Hin Tai
core  

Structural Optimization and Finite Element Analysis of Variable-Stiffness Biodegradable Vascular Stents. [PDF]

J Funct Biomater
Zhang H, Chen S, Du T, Zhang Y, Wu L, Qiao A.   +5 more
europepmc   +1 more source

Model Strut and Tie dengan Software BESO2D pada Balok dengan a/d = 3,70 [PDF]

Balok beton bertulang merupakan komponen struktur utama yang berperan dalam meneruskan beban dari pelat lantai ke kolom dan selanjutnya ke fondasi. Kemampuan balok dalam menahan beban ditentukan oleh tulangan lentur yang berfungsi untuk menahan momen ...
Delenty, Natasya
core  

Parametric study on the behavior of CFRP-strengthened reinforced concrete deep beams with cut circular web openings in shear spans. [PDF]

Sci Rep
Yagmur E.
europepmc   +1 more source