Results 101 to 110 of about 6,863,913 (282)

Reverse engineering strut‐and‐tie models for assessing reinforced concrete structures

open access: yesStructural Concrete, EarlyView.
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

Method for determination of optimal geometrical parameters of a unit cell of X-shaped truss cores

open access: yesВестник Самарского университета: Аэрокосмическая техника, технологии и машиностроение, 2019
Recently, in order to develop high-strength lightweight core materials of sandwich structures for multi-functional applications, a large number of truss structures have been created, including pyramidal and tetrahedral truss cores.
S. M. Mousavi Safavi
doaj   +1 more source

Multi-pultrusion fibre composite truss systems for deployable shelters [PDF]

open access: yes, 2008
Deployable shelters of various forms have been utilized since ancient civilization. The need for these systems has not diminished over time and development continues for military forces, civilian humanitarian aid, and natural disaster scenarios.
Omar, Tarek
core  

The influence of secondary reinforcement on a strut‐and‐tie model for the design of reinforced concrete corbels

open access: yesStructural Concrete, EarlyView.
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

Effective axial strength of laterally strengthened RC pier heads with post‐tensioning method

open access: yesStructural Concrete, EarlyView.
Abstract This study investigates the structural performance enhancement of reinforced concrete (RC) pier heads laterally strengthened with unbonded post‐tensioning (PT) to accommodate increased design loads following a deck replacement of an existing railway bridge.
Yujae Seo   +3 more
wiley   +1 more source

TRUSS STRUCTURES IN CONSTRUCTIONS

open access: yesJournal of Industrial Design and Engineering Graphics, 2015
The paper presents how truss structures can be used in building different types of spatial constructions. The authors are presenting a documented history of truss structures, through time, from simple to complex structural systems. The presentation starts with the most common and simple structure, the planar truss system, and moves on until the more ...
TOMA Ana Maria   +2 more
openaire   +1 more source

Analytical and numerical study on bandgap and transmission of periodical truss structures based on phononic crystal theory

open access: yesAdvances in Bridge Engineering
Truss structures with obvious periodical repetition in civil engineering are commonly used in long-span bridges and large-span buildings. Based on phononic crystal theory, periodical repetition structures have the potential to develop elastic wave ...
Xiaolei Li   +3 more
doaj   +1 more source

TRUSS STRUCTURE OPTIMIZATION BASED ON IMPROVED WOLF PACK ALGORITHM [PDF]

open access: yes, 2019
Aiming at the optimization of truss structure, a wolf pack algorithm based on chaos and improved search strategy was proposed. The mathematical model of truss optimization was constructed, and the classical truss structure was optimized. The results were
Yan-cang Li   +5 more
core   +1 more source

Three‐parameter kinematic theory for shear assessment of reinforced concrete short columns

open access: yesStructural Concrete, EarlyView.
Abstract This work presents a rational kinematics‐based model for assessing the shear capacity of rectangular reinforced concrete short columns. Due to their high stiffness and brittleness, short columns are particularly vulnerable to seismic forces, often exhibiting critical failures.
Daniele Arcuri   +2 more
wiley   +1 more source

Influence of shear reinforcement detailing on the shear capacity of reinforced concrete beams

open access: yesStructural Concrete, EarlyView.
Abstract Alternative shear reinforcement layouts that do not fully enclose the longitudinal tensile reinforcement can significantly improve the constructability of reinforced concrete (RC) members. However, their influence on shear transfer mechanisms is not yet fully understood. To address this gap, an experimental program comprising 10 shear tests on
Franz Untermarzoner   +5 more
wiley   +1 more source

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