Browse Civil Engineering Studies: Structural Research Series by Title

  • Troup, E.W.J.; Chesson, Jr., E. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1964-03)
    Over fifty calibration tests on 7/8 in. diameter ASTM. A490 high-strength bolts were conducted. Data on bolt tension, elongation, turns of nut, and general behavior were analyzed. Comparisons were made of bolt behavior ...

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  • Wright, D.T.; Munse, W.H. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1951-01)

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  • Spangler, D.R.; Hall, W.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1977-07)

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  • Cevallos-Candau, P.J.; Hall, W.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1980-01)
    Earthquakes and wind loadings constitute dynamic effects that often must be considered in the design of buildings and structures. The primary purpose of this research study was to investigate the common features of general ...

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  • Casillas G. de L., Juan; Siess, C.P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1961-05)

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  • Newmark, N.M.; Chan, S.P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1952-10)

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  • Welch, R.W.; Hall, W.J.; Gamble, W.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1999-05)
    The load capacity of laterally restrained reinforced concrete one-way slabs is estimated in compressive membrane theory with use of a midspan deflection. However, the midspan deflection estimates exhibit large variability. ...

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  • Takayanagi, T. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1977-01)

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  • Keshavarzian, M.; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1984-05)

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  • Goel, S.K; Fenves, S.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1969-11)

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  • Kinra, R.K.; Fenves, S.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1968-01)
    The phenomenal impact and influence of electronic computers on present-day technology has already been felt in most areas of structural engineering. Numerous structural analysis and design programs have been developed, ...

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  • Alostaz, Y.M.; Schneider, S.P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1996-10)
    The objective of this research program was to study connections to concrete-filled steel tubes. This research focused on the connection to circular steel tubes, because this shape presents more detailing difficulties ...

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  • Ruggieri, C.; Dodds, Robert H., Jr. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1995-10)
    This study describes a computational framework to quantify the influence of constraint loss and ductile tearing on the cleavage fracture process, as reflected by the pronounced effects on macroscopic toughness (Jc,Oc). ...

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  • Dodds, Robert H., Jr. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1994-07)
    During the period 1984-1987, researchers of the Heavy Section Steel Technology program at the Oak Ridge National Laboratory performed a unique series of fracture mechanics tests using exceptionally large, SECT) specimens ...

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  • Koppenhoefer, K.C.; Dodds, Robert H., Jr. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1995-06)
    Impact loaded, pre-cracked Charpy specimens often play a crucial role in irradiation surveillance programs for nuclear power plants. However, the small specimen size (B = W = 10 mm) limits the maximum value of cleavage ...

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  • Anderson, T.C.; Houdeshell, D.M.; Gamble, W.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1972-10)

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  • Davis, T.M.; Stauffer, H.D. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1968-01)
    The objectives of this study were (a) to investigate the feasibility of building a very small scale prestressed, precast concrete bridge and (b) to compare its behavior with the predictions of analytical methods applicable ...

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  • Dodds, Robert H., Jr.; Shih, C.F.; Anderson, T.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1992-11)
    Two complementary methodologies are described to quantify the effects of crack-tip stress triaxiality (constraint) on the macroscopic measures of elastic-plastic fracture toughness, J and CTOD. In the continuum mechanics ...

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  • Struble, L.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1990-09)
    A cooperative calibration was carried out by ASTM Task Group C01.23.01 as part of an effort to assess the use of X-ray diffraction analysis for determining the proportion of tricalcium aluminate (cubic and orthorhombic), ...

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  • Howland, F.L.; Egger, W. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1955-09)

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