Results 21 to 30 of about 212,633 (286)

Application of Plasticity Theory to Reinforced Concrete Deep Beams [PDF]

, 2008
yesThis paper reviews the application of the plasticity theory to reinforced concrete deep beams. Both the truss analogy and mechanism approach were employed to predict the capacity of reinforced concrete deep beams.
A. Ashour, American Association of State Highway and Transportation Officials, American Concrete Institute, American Concrete Institute, Ashour A. F., Ashour A. F., Ashour A. F., Bažant Z. P., British Standards Institution, Canadian Standards Association, Exner H., Grob J., Hwang S.-J., Jensen J. F., K.-H. Yang, Liang Q. Q., MacGregor J. G., Marti P., Matamoros A. B., Nielsen M. P., Oesterle R. G., Regan P. E., Rogowsky D. M., Russo G., Schlaich J., Siao W. B., Tan K. H., Tihin T. N., Zainai B. M.   +28 more
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SUGGESTED EQUATIONS FOR MECHANICAL PROPERTIES OF SELF COMPACTING CONCRETE STRENGTHENED WITH STEEL FIBERS AND EFFECT OF SUCH FIBERS ON SHEAR CAPACITY OF SIMPLY SUPPORTED DEEP BEAMS UNDER AXIAL LOADS [PDF]

Journal of Engineering and Sustainable Development, 2019
Deep beams are structural elements that are commonly designed for bridges, girders, foundation walls, pile caps, and others. Also, using Self Compacting Concrete (SCC) mix for the deep beams is a suitable choice for deep beams because of reinforcement ...
Wissam Khadum Al-Saraj, Sarra’a Dhiyaa Jaafer   +1 more
doaj   +2 more sources

Strut-and-tie model based on crack band theory for deep beams [PDF]

, 2010
yesA simplified strut-and-tie model including size effect based on the crack band theory is proposed to evaluate the shear capacity of deep beams. Concrete struts are idealized as uniformly tapered prismatic members with a stress relief strip whereas ...
Ashraf F. Ashour, Bažant Z. P., Bažant Z. P., Cook W. D., Keun-Hyeok Yang, MacGregor J. G., Marti P., Matamoros A. B., Smith K. H., Tan K. H., Tan K. H., Tan K. H., Yang K. H., Yang K. H.   +13 more
core   +1 more source

EFFECT OF WEB OPENING'S SHAPE ON THE BEHAVIOR OF HYBRID REINFORCED CONCRETE DEEP BEAMS UNDER REPEATED LOADING [PDF]

Journal of Engineering and Sustainable Development, 2019
This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape.
Dr. Sawsan Akram Hassan, Mohammed Kamil Ali   +1 more
doaj   +3 more sources

Effect of partial replacement of coarse aggregate by polystyrene balls on the shear behaviour of deep beams with web openings

Case Studies in Construction Materials, 2020
Thirteen specimens were experimentally tested under single midspan concentrated loads to study the shear behavior of lightweight concrete (LWC) and normal weight concrete (NWC) deep beams with web openings.
Ibrahim G. Shaaban, Amr H. Zaher, Mohamed Said, Wael Montaser, Mohamed Ramadan, Ghada N. Abd Elhameed   +5 more
doaj   +1 more source

Shear Strengthening and Repairing of Reinforced Concrete Deep Beams Damaged by Heat Using NSM–CFRP Ropes

Fibers, 2023
This study investigates experimentally the shear strengthening and repairing of reinforced concrete (RC) deep beams damaged by heat utilizing near-surface mounted carbon fiber reinforced polymers (NSM-CFRP) ropes.
Ahmad Al-khreisat, Mu’tasime Abdel-Jaber, Ahmed Ashteyat   +2 more
doaj   +1 more source

Influence of inclined web reinforcement on reinforced concrete deep beams with web openings. [PDF]

, 2007
yesThis paper reports the testing of fifteen reinforced concrete deep beams with openings. All beams tested had the same overall geometrical dimensions. The main variables considered were the opening size and amount of inclined reinforcement.
Ashour, Ashraf F., Chung, H-S., Yang, Keun-Hyeok   +2 more
core   +1 more source

A REVIEW OF BEHAVIOR OF REINFORCED CONCRETE DEEP BEAMS

Journal of Engineering and Sustainable Development, 2020
Reinforced concrete deep beams are structural members having depth much greater than normal in relation to their span, while the thickness in the perpendicular direction is much smaller than either span or depth.
Yaarub Gatia Abtan , Hassan Falah Hassan   +1 more
doaj   +3 more sources

Nonlinear Finite Element Analysis of Steel Fiber Reinforced Concrete Deep Beams With and Without Opening

Journal of Engineering, 2012
This paper presents a nonlinear finite element modeling and analysis of steel fiber reinforced concrete (SFRC) deep beams with and without openings in web subjected to two- point loading.
Hayder Qais Majeed
doaj   +1 more source

Measurement of Longitudinal Spin Transfer to Lambda Hyperons in Deep-Inelastic Lepton Scattering [PDF]

, 2001
Spin transfer in deep-inelastic Lambda electroproduction has been studied with the HERMES detector using the 27.6 GeV polarized positron beam in the HERA storage ring. For an average fractional energy transfer = 0.45, the longitudinal spin transfer from
A. A. Sokolov, A. Airapetian, A. Airapetian, A. Avetissian, A. Borissov, A. Brüll, A. Dvoredsky, A. Fantoni, A. Fechtchenko, A. Golendukhin, A. Gute, A. Izotov, A. Jgoun, A. Kisselev, A. M. Nathan, A. Mateos, A. Metz, A. Most, A. Most, A. Nagaitsev, A. R. Reolon, A. Reali, A. Schwind, A. Simon, A. Terkulov, B. Adeva, B. Adeva, B. Adeva, B. Bains, B. Braun, B. Bray, B. Fox, B. R. Owen, B. Tipton, B. W. Filippone, B.-Q. Ma, B.-Q. Ma, B.-Q. Ma, C. A. Miller, C. Baumgarten, C. Boros, C. Grosshauser, C. Scarlett, C. Simani, D. Adams, D. Adams, D. Ashery, D. Buskulic, D. de Florian, D. De Schepper, D. H. Potterveld, D. Hasch, D. P. Barber, D. P. Barber, D. Ryckbosch, E. C. Aschenauer, E. Cisbani, E. De Sanctis, E. Devitsin, E. E. W. Bruins, E. Kinney, E. Steffens, E. Thomas, E. Volk, F. Garibaldi, F. H. Heinsius, F. K. Martens, F. Masoli, F. Meissner, F. Menden, F. Neunreither, F. Schmidt, G. Elbakian, G. Gavrilov, G. Graw, G. Gustafson, G. Kyle, G. M. Urciuoli, G. P. Capitani, G. R. Court, G. Rakness, G. Schnell, G. van der Steenhoven, H. Avakian, H. Böttcher, H. E. Jackson, H. Fischer, H. Gao, H. Ihssen, H. J. Bulten, H. Kobayashi, H. Kolster, H. Schmitt, H. Tallini, H. Zohrabian, I. Savin, J. Ashman, J. Blouw, J. Brack, J. E. Belz, J. Ely, J. F. J. van den Brand, J. Franz, J. J. van Hunen, J. M. Niczyporuk, J. Ouyang, J. P. Haas, J. Seibert, J. Stenger, J. Stewart, J. Visser, J. W. Martin, J. Wendland, J.-O. Hansen, K. Abe, K. Abe, K. Abe, K. Abe, K. Ackerstaff, K. Ackerstaff, K. Ackerstaff, K. Ackerstaff, K. Fiedler, K. Königsmann, K. McIlhany, K. P. Schüler, K. Rith, K. Shibatani, K. Sinram, K. Woller, L. G. Greeniaus, L. H. Kramer, M. A. Miller, M. Amarian, M. Beckmann, M. Bouwhuis, M. Burkardt, M. C. Vetterli, M. Düren, M. Ferstl, M. G. Vincter, M. Guidal, M. Hartig, M. Henoch, M. Iodice, M. Kirsch, M. Kolstein, M. Kurisuno, M. McAndrew, M. Nupieri, M. Pitt, M. R. Adams, M. Ruh, M. Spengos, M. Sutter, M. Tytgat, M.-A. Funk, N. Akopov, N. Bianchi, N. C. R. Makins, N. Koch, N. Meyners, O. Grebeniouk, O. Häusser, O. Mikloukho, P. Astier, P. Carter, P. Chumney, P. Di Nezza, P. F. Dalpiaz, P. Geiger, P. J. Mulders, P. K. A. de Witt Huberts, P. Kitching, P. L. Anthony, P. Lenisa, P. Rossi, P. Slavich, P. W. Green, R. Avakian, R. D. McKeown, R. Henderson, R. Hertenberger, R. J. Holt, R. Kaiser, R. L. Jaffe, R. Milner, R. Mussa, R. Openshaw, R. Redwine, R. Ristinen, R. van de Vyver, S. Belostotski, S. Bernreuther, S. Brauksiepe, S. Brons, S. E. Williamson, S. F. Pate, S. Frullani, S. I. Manaenkov, S. Potashov, S. Rudnitsky, S. Taroian, S. Yoneyama, T. G. O’Neill, T. Shin, T. Wise, T.-A. Shibata, Th. Benisch, U. Stösslein, V. G. Krivokhijine, V. Gharibyan, V. Gyurjyan, V. Korotkov, V. Kozlov, V. Muccifora, V. N. Gribov, V. N. Gribov, V. Papavassiliou, V. Shutov, V. Vikhrov, W. Brückner, W. Haeberli, W. Hoprich, W. Korsch, W. Lachnit, W. Lorenzon, W. Wander, W.-D. Nowak, Y. Gärber, Y. Holler, Y. Naryshkin, Y. Sakemi   +232 more
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