DOI: 10.1061/(asce)0733-9399(1999)125:11(1308). Compound Size Effect in Composite Beams with Softening Connectors. I: Energy Approach

Compound Size Effect in Composite Beams with Softening Connectors. I: Energy Approach

10.1061/(asce)0733-9399(1999)125:11(1308)

Crossref journal-article

American Society of Civil Engineers (ASCE)

Journal of Engineering Mechanics (30)

Bibliography

BaÅ¾ant, Z. P., & VÃtek, J. L. (1999). Compound Size Effect in Composite Beams with Softening Connectors.âI: Energy Approach. Journal of Engineering Mechanics, 125(11), 1308â1314.

Authors 2

Zdeněk P. Bažant (first)
Jan L. Vítek (additional)

References 28 Referenced 14

10.1061/(ASCE)0733-9399(1984)110:4(518)
Bažant Z. P. (1987). “Fracture energy of heterogeneous material and similitude.” Preprints Proc. SEM-RILEM Int. Conf. on Fracture of Concrete and Rock S. P. Shah and S. E. Swartz eds. Society for Experimental Mechanics 390–402.
10.1061/(ASCE)0733-9399(1993)119:9(1828)
Bažant Z. P. (1999). “Size effect in structures: A review.” Archives of Mech. (Ingenieur-Archiv) Berlin in press.
{'key': 'e_1_2_1_5_2', 'volume-title': 'Stability of structures: Elastic, inelastic, fracture and damage theories', 'author': 'Bažant Z. P.', 'year': '1991'} / Stability of structures: Elastic, inelastic, fracture and damage theories by Bažant Z. P. (1991)
Bažant Z. P. and Chen E.-P. (1997). “Scaling of structural failure.” Appl. Mech. Rev. 50(10) 593–627. (10.1115/1.3101672)
{'key': 'e_1_2_1_7_2', 'volume-title': 'Fracture and size effect in concrete and other quasibrittle materials', 'author': 'Bažant Z. P.', 'year': '1998'} / Fracture and size effect in concrete and other quasibrittle materials by Bažant Z. P. (1998)
Bažant Z. P. and Vítek J. L. (1994). “Stud connectors in composite beams: Simplified failure modeling and size effect.” Fracture and damage of quasibrittle structures Z. P. Bažant et al. eds. E & FN Spon London 331–341. (10.1201/9781482271454)
Bažant Z. P. and Vítek J. L. (1998). “Size effect in composite beams with deformable connections.” Proc. 3rd Int. Conf. on Fracture Mech. of Concrete Struct. H. Mihashi et al. ed. Aedificatio Publishers Freiburg Germany 1537–1546.
10.1061/(ASCE)0733-9399(1999)125:11(1315)
Eligehausen R. Bouška P. Červenka V. and Pukl R. (1992). “Size effect of the concrete cone failure load of anchor bolts.” Proc. Fracture Mech. of Concrete Struct. 1st Int. Conf. Z. P. Bažant ed. Elsevier Science London 517–525.
Eligehausen R. and Ožbolt J. (1990). “Numerical analysis of headed studs embedded in large plain concrete blocks.” Proc. Computer Aided Analysis and Design of Concrete Structures Int. Symp. B. Bićanić and H. Mang eds. Pineridge Swansea U.K. 645–656.
Eligehausen R. and Zhao G. (1993). “Tragverhalten von randfernen Kopfbolzen unter Querlast.” Rep. Institut für Werkstoffe in Bauwesen Universität Stuttgart Stuttgart Germany (in German).
{'key': 'e_1_2_1_14_2', 'volume-title': 'Composite structures of steel and concrete', 'author': 'Johnson R. P.', 'year': '1994'} / Composite structures of steel and concrete by Johnson R. P. (1994)
Johnson R. P. and Molenstra N. (1991). “Partial shear connection in composite beams for buildings.” Proc. Inst. Civ. Engrs. London Part 2 91 679–704. (10.1680/iicep.1991.17485)
Kuhlmann U. and Breuninger U. (1998). “Zur Tragfähigkeit von horizontaler liegenden Kopfbolzdübeln.” Stahlbau Berlin 67(7) 547–550 (in German). (10.1002/stab.199801910)
Leon R. T. and Deierlein G. D. (1995). “An overview of codes standards and guidelines for composite construction.” Restructuring: America and beyond 1297–1299.
Maruyama K. Shimizu K. and Momose M. (1991). “Load carrying mechanism of anchor bolt.” Proc. IABSE Colloquium IABSE Rep. Int. Assoc. for Bridge and Structural Engrg. Zürich Vol. 62 743–748.
McMackin P. J. Slutter R. G. and Fisher J. W. (1973). “Headed steel anchor under combined loading.” AISC Engrg. J. 43–52.
Newmark N. M. Siess C. P. and Viest I. M. (1952). “Studies of slab and beam highway bridges. Part III—Small scaled tests of shear connectors and composite T-beams.” Bull. 396 University of Illinois Urbana Ill.
10.1061/(ASCE)0733-9445(1989)115:2(341)
Oehlers D. J. and Coughlan C. G. (1986). “The shear stiffness of stud-shear connections in composite beams.” J. Constr. Steel Res. 6(4) 273–284. (10.1016/0143-974X(86)90008-8)
10.1061/(ASCE)0733-9445(1992)118:8(2004)
10.1061/(ASCE)0733-9445(1995)121:6(932)
Ollgaard J. R. Slutter R. G. and Fisher J. W. (1971). “Shear strength of stud connectors in lightweight and normal-weight concrete.” AISC Engrg. J. 55–64.
Palmer A. and Rice J. R. (1973). “The growth of slip surfaces in the progressive failure of over-consolidated clay.” Proc. of the Royal Society of London A332 527–548. (10.1098/rspa.1973.0040)
{'key': 'e_1_2_1_27_2', 'volume-title': 'Betonkalender—Befestigungstechnik', 'author': 'Rehm G.', 'year': '1992'} / Betonkalender—Befestigungstechnik by Rehm G. (1992)
Wright H. D. and Francis R. W. (1990). “Tests on composite beams with low levels of shear connection.” The Struct. Engr. London 68(15/7) 293–298.

Dates

Type	When
Created	23 years, 1 month ago (July 26, 2002, 7:58 a.m.)
Deposited	3 years, 2 months ago (June 8, 2022, 8:10 p.m.)
Indexed	1 year ago (Aug. 7, 2024, 7:13 p.m.)
Issued	25 years, 10 months ago (Nov. 1, 1999)
Published	25 years, 10 months ago (Nov. 1, 1999)
Published Print	25 years, 10 months ago (Nov. 1, 1999)

Funders 0

None

BibTeX

@article{Ba_ant_1999, title={Compound Size Effect in Composite Beams with Softening Connectors. I: Energy Approach}, volume={125}, ISSN={1943-7889}, url={http://dx.doi.org/10.1061/(asce)0733-9399(1999)125:11(1308)}, DOI={10.1061/(asce)0733-9399(1999)125:11(1308)}, number={11}, journal={Journal of Engineering Mechanics}, publisher={American Society of Civil Engineers (ASCE)}, author={Bažant, Zdeněk P. and Vítek, Jan L.}, year={1999}, month=nov, pages={1308–1314} }

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