Results 21 to 30 of about 36,586 (338)

Punching shear resistance of UHPFRC [PDF]

open access: yesIABSE Reports, 2019
<p>Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) is a high performance cementitious material with enhanced strength in tension and compression and significantly high energy absorption in the post crack region. Its mix composition is not much dissimilar from that of normal strength concrete.
Ourania Tsioulou   +2 more
openaire   +1 more source

Influence of the Distribution and Level of Post-Tensioning Force on the Punching Shear of Flat Slabs

open access: yesDesigns, 2022
Punching shear is the most common failure mechanism of slabs that are supported directly on columns. The slab–column connection is always vulnerable to critical punching shear; thus, it is necessary to investigate the effect of various parameters on the ...
Sarah S. Elsheshtawy   +3 more
doaj   +1 more source

Shear and Punching Capacity Predictions for One-Way Slabs under Concentrated Loads Considering the Transition between Failure Mechanisms

open access: yesBuildings, 2023
Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechanisms: as wide beams in one-way shear, punching shear around the load or a mixed mode between them. Until now, most publications presented recommendations
Alex Micael Dantas de Sousa   +2 more
doaj   +1 more source

Punching Shear Capacity of Continuous Slabs [PDF]

open access: yesACI Structural Journal, 2016
Provisions for punching shear design of reinforced concrete slabs are usually calibrated on the basis of results from tests on isolated specimens that simulate the slab zone within the points of contraflexure around a column. However, the punching behavior of interior slab-column connections in actual continuous slabs without transverse reinforcement ...
Einpaul, Jürgen   +3 more
openaire   +2 more sources

Comparison of punching shear requirements in BS 8110, EC2 and MC2010 [PDF]

open access: yes, 2015
This paper compares design provisions for punching shear at internal columns in the superseded British Standard BS 8110, Eurocode 2 (EC2) and fib Model Code 2010 (MC2010).
Soares, LFS, Vollum, RL
core   +1 more source

Punching of reinforced concrete slab without shear reinforcement: standard models and new proposal [PDF]

open access: yes, 2020
Reinforced concrete (RC) slabs are characterized by reduced construction time, versatility, and easier space partitioning. Their structural behavior is not straightforward and, specifically, punching shear strength is a current research topic.
Flavio STOCHINO, Luisa PANI
core   +1 more source

Derivation of material properties using small punch and shear punch test methods [PDF]

open access: yesMaterials & Design, 2021
The Small Punch (SP) and Shear Punch (ShP) tests are well established mechanical test approaches that have found application in several industrial sectors for material ranking and mechanical property estimation, particularly where more conventional approaches are inhibited.
Robert Lancaster   +3 more
openaire   +3 more sources

Slabs strengthened for punching shear with post-installed steel and CFRP connectors

open access: yesRevista IBRACON de Estruturas e Materiais, 2019
Structural accidents due to punching shear failures have been reported in flat slab buildings. Design recommendations presented by codes can lead to entirely different punching shear resistance estimates for similar situations.
M. J. M. PEREIRA FILHO   +4 more
doaj   +2 more sources

Punching Shear Strength Prediction for Reinforced Concrete Flat Slabs without Shear Reinforcement [PDF]

open access: yes, 2022
Failure of flat slabs usually occurs by punching shear mode. Current structural codes provide an experience-based design provision for punching shear strength which is often associated with high bias and variance.
Malkawi, Ahmad B.   +3 more
core   +1 more source

Multi-Objective Optimization Design of FRP Reinforced Flat Slabs under Punching Shear by Using NGBoost-Based Surrogate Model

open access: yesBuildings, 2023
Multi-objective optimization problems (MOPs) in structural engineering arise as a significant challenge in achieving a balance between prediction accuracy and efficiency of the surrogate models, which are conventionally adopted as mechanics-driven models
Shixue Liang   +3 more
doaj   +1 more source

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