Results 161 to 170 of about 1,810 (221)

Visualizing joint force-velocity properties in musculoskeletal models. [PDF]

R Soc Open Sci
Richards C, Murtola T.
europepmc   +1 more source

Effective Strengths of Concrete Struts in Strut-Tie Models of Reinforced Concrete Corbels

Journal of the Korean Society of Civil Engineers, 2014
openaire   +2 more sources

Mechanical Performance Comparison of Sandwich Panels with Graded Lattice and Honeycomb Cores. [PDF]

Biomimetics (Basel)
Georges H, García Solera D, Aguilar Borasteros C, Metar M, Song G, Mandava R, Becker W, Mittelstedt C.   +7 more
europepmc   +1 more source

Data-Driven Approach to Derive Equation for Predicting Ultimate Shear Strength of Reinforced Concrete Beams Without Stirrups. [PDF]

Materials (Basel)
Phoeuk M, Choi DY, Limkatanyu S, Kwon M.
europepmc   +1 more source

Influence of the Initial Prestress Level on the Reliability Index of Geiger Dome. [PDF]

Materials (Basel)
Obara P, Radoń U, Zabojszcza P.
europepmc   +1 more source

State-of-the-Art Review of Studies on the Flexural Behavior and Design of FRP-Reinforced Concrete Beams. [PDF]

Materials (Basel)
Tran H, Nguyen-Thoi T, Dinh HB.
europepmc   +1 more source

Evaluation of the porosity and structural stability of 3D-printed porous titanium pedicle screws using finite element analysis. [PDF]

Biomed Eng Lett
Kim KH, Bae J, Yoo KJ, Jeong S, Lee BJ.
europepmc   +1 more source

Visualising joint force-velocity properties in musculoskeletal models

Richards CT, Murtola T.
europepmc   +1 more source

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Strength of Concrete Struts in Three-Dimensional Strut-Tie Models

Journal of Structural Engineering, 2016
AbstractThe design of structural concrete using strut-tie models requires establishing the effective strength of concrete struts, ensuring sufficient anchorage of reinforcing bars in nodal zones, and the geometric compatibility of the strut-tie model within the member geometry.
Y. M. Yun, J. A. Ramirez
openaire   +3 more sources

Direct Strut-and-Tie Model for Prestressed Deep Beams

Journal of Structural Engineering, 2001
The strut-and-tie method is a promising analytical tool for the design of disturbed regions where the conventional plane bending theory does not hold. These include pile caps, corbels, frame joints, deep beams, and so forth. This paper focuses on the application of a strut-and-tie model to prestressed deep beams.
Tong, K, Tan, KH, Tang, CY
openaire   +3 more sources