Results 11 to 20 of about 50 (50)
Derivation of material properties using small punch and shear punch test methods [PDF]
Materials & 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
Punching shear behavior of steel fiber‐reinforced slabs with Filigran® punching shear reinforcement [PDF]
Structural ConcreteAbstractFor strengthening punching shear endangered areas, both (1) punching shear reinforcement such as stirrups, headed studs or lattice girders and (2) the use of steel fiber‐reinforced concrete (SFRC) have been investigated and applied for many years.
Sören Faustmann +4 more
openaire +1 more source
Punching shear resistance of UHPFRC [PDF]
IABSE 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.
Andreas Lampropoulos +2 more
openaire +1 more source
Strength of Footing with Punching Shear Preventers [PDF]
The Scientific World Journal, 2014 The punching shear failure often governs the strength of the footing-to-column connection. The punching shear failure is an undesirable failure mode, since it results in a brittle failure of the footing. In this study, a new method to increase the strength and ductility of the footing was proposed by inserting the punching shear preventers (PSPs) into ...
Sang-Sup Lee +3 more
openaire +3 more sources
Punching shear analysis of slab‐column connections [PDF]
Engineering Computations, 2013 Purpose – The paper aims to present an experimental testing program regarding reinforced concrete slabs, with and without shear reinforcement, submitted to punching under both symmetric and eccentric loading. Comparisons between numerical simulations and experimental behaviour results are carried on.
Moreno, Carlos, Sarmento, Ana Maria
openaire +3 more sources
Flat slab strengthening techniques against punching-shear
Engineering Structures, 2019 Abstract Over the years, the flat slab system has become a popular form of construction in many countries, particularly for multi-storey buildings such as offices or carparks. Nowadays, a considerable number of flat slab buildings requires strengthening against punching. Reasons are several, like design or construction errors, poor quality materials,
Massimo Lapi +2 more
openaire +3 more sources
Performance of Shear Reinforcement against Punching Shear Loads
International Journal of Engineering and Advanced Technology, 2019 This research targets to maximize the ductility and strength of the reinforced concrete flat slabs. However, to be efficient, the shear reinforcement must be anchored well in the tension and compression zones of the slab. The test results on the slab-column connection models which provided with shear reinforcement are introduced in this study.
openaire +1 more source
In Situ Punch–Shear Testing of Polymers
PolymersConventional material aging and testing protocols involve exposing coupon samples to saturation in application fluid(s) at temperature and pressure conditions typically encountered during service, followed by mechanical testing at ambient conditions.
David Munoz-Paniagua +5 more
openaire +2 more sources
Some of the next articles are maybe not open access.
Punch shear strength of polycarboxylate cements
The Journal of Prosthetic Dentistry, 1978Two general conclusions are drawn which apply to all the four commercial polycarboxylate cements: First, the effect of storage condition upon shear strength was much more pronounced after 24 hours than after 1 hour of storage time; second, the effect of storage condition was most extreme when the specimens were tested free of their matrices ...
J F, Santos, L, Steagall, J I, Silveira
openaire +2 more sources