Paper Published Inward The Aci Structural Journal
Our newspaper "Shear inwards One-Way Slabs nether Concentrated Load Close to Support" is instantly available online at the website of the American Concrete Institute together with volition last published inwards the March/April 2013 version of the ACI Structural Journal.
Getting this newspaper inwards in that place was a long process. From the outset drafts inwards Dec 2010, via the outset submission inwards May 2011 together with and thence revised submission together with in conclusion credence together with receiving the impress proofs - it's been an adventure. First babysteps into the existent academic life?
The abstract of the newspaper is the following:
One-way slabs nether concentrated loads are to a greater extent than oftentimes than non designed for shear yesteryear checking the beam shear resistance together with the punching shear resistance over an effective width. Only a pocket-size issue of exam information regarding the shear resistance of one-way slabs subjected to concentrated loads is currently available. To last able to ameliorate evaluate the shear resistance of one-way slabs, a serial of experiments was carried out on continuous one-way slabs (5 thousand x 2.5 thousand x 0.3 thousand [16.4 ft x 8.2 ft x 11.8 in.]) subjected to concentrated loads about the supports, inwards which the charge position, transverse reinforcement ratio, together with concrete strength were varied. The exam results are compared amongst code provisions together with a method developed yesteryear Regan. The results exhibit a unlike lead inwards shear for slabs nether concentrated loads than for beams.
Getting this newspaper inwards in that place was a long process. From the outset drafts inwards Dec 2010, via the outset submission inwards May 2011 together with and thence revised submission together with in conclusion credence together with receiving the impress proofs - it's been an adventure. First babysteps into the existent academic life?
The abstract of the newspaper is the following:
One-way slabs nether concentrated loads are to a greater extent than oftentimes than non designed for shear yesteryear checking the beam shear resistance together with the punching shear resistance over an effective width. Only a pocket-size issue of exam information regarding the shear resistance of one-way slabs subjected to concentrated loads is currently available. To last able to ameliorate evaluate the shear resistance of one-way slabs, a serial of experiments was carried out on continuous one-way slabs (5 thousand x 2.5 thousand x 0.3 thousand [16.4 ft x 8.2 ft x 11.8 in.]) subjected to concentrated loads about the supports, inwards which the charge position, transverse reinforcement ratio, together with concrete strength were varied. The exam results are compared amongst code provisions together with a method developed yesteryear Regan. The results exhibit a unlike lead inwards shear for slabs nether concentrated loads than for beams.
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