anchor Steel-to-concrete Connections PDF
Preview anchor Steel-to-concrete Connections
TECHNICAL REPORT Sf ANDARD TITLE PAGE I. Report No. 2. Govmrnmmnt Aceaasion Me. 3. Recipient's Cotnlog No. I FHW~/~~-8%1126-3 4. Tirls and Subtitla 5. Roporr Dots March 1989 BEHAVIOR AND DESIGN OF DUCTILE MULTIPLE -,ANCHOR S TEEL-TO-CONCRETE CONNECTIONS 6. Performing Organization Code , I I 7. Author's) ( 8. Porforminp Organization Rmport No. R. A. Cook and R. E. Klingner Research Report 1126-3 9. Performing Or~wizotionN ame and Addrasa 10. Work Unit No. Center for Transportation Research The University of Texas a t Austin 11. Controct or Grant NO. Research Study 3-5-87-1126 Austin, Texas 787 12- 1075 13. Typo ol Report and Pmriod C0vor.d 12. Sponsoring A~ancyN ame and Address Texas State Department of Highways and Public .Interim Transportation; Transportation Planning Division P. 0. BOX 5051 14. Sponrorinp Agency Code - Aus tin, Texas 78763-5051 15. Supplementary Notas . Study conducted in cooperation with the U. S Department of Transportation, Federal Highway Adminis trat ion Research Study Title: "Design ~ u i d ef or Short Anchor Boltst' 16. Abstract The connection of steel members to concrete is a common structural feature, with applications in both highway and building construction. A typical steel-to-concrete connection includes the following: a steel attachment consisting of a basepiate welded to the attached member; the anchors that actually do the connecting; and an embedment of the anchors into the concrete. The behavior and design of these - connect,ions is not well defined by existing design standards. Steel-tuconcrete connections can be divided into two categories: connections whose strength is controlled by the strength of the anchor steel; and connections whose strength is controlled by the strength of the embedment. Based on experimental research conducted at the University of Texas at Austin, the behavior and design of steel-to-concrete connections whose strength is controlled by the strength of the anchor steel is addressed. An analytical model for calculating the strength of these connections is presented. The model is developed from experimental results and is based on limit design theory. Experimental results are re- ported for 44 friction tests and 46 ultimate-load tests of multiple-anchor steel-to-concrete connections loaded monotonically by various con~binationso f moment and shear. Test specimens inciuded steel attachments with rigid and flexible baseplates, connected to concrete with threaded cast-in-place or retrofit (undercut and adhesive) anchors. The results of this study are incorporated into a Design Guide for Steel-to-Concrete Conneciions. 1 ( 17. Kay Words 18. Disfri bution Siatmmmnt No restrictions. This document is connection, steel- to-concre tea member, available to the pu,blic through the s treng thy attachment, structural, National Technical Information Service, anchor, embedment Springfie'ld, Virginia 22161. I I 14. Smcuritv Clasrii. (of this rmport) 20. Smsurlty Cla~alf.( of this paga) 21. No. of Pagar 22. Price Unclassified Unclassified 2 14 A- Form DOT F 1700.7 [a-ss) ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! "#$%!&'()!*)&+',)%!'-!$-.)-.$/-'++0!1+'-2!&'()!$-!.#)!/*$($-'+3! 44!5"6!7$1*'*0!8$($.$9'.$/-!")':! BEHAVIOX AND DESIGN OF DUCTILE MULTIPLE-ANCHOR STEEL-TO-CONCRETE CONNECTIOhTS by R. A. COOK AND R. E. KLINGNER Research Report No. 1126-3 Research Project 3-5-83-1126 "Design Guide for Short Anchor Bolts" Conducted for Texas State Department of Highways and Public Transportation In Cooperation with the U.S. Department of Transportation Federal Highway Administration by CENTER FOR TRANSPORTATION RESEARCH BUREAU OF ENGINEERING RESEARCH THE UNIVERSITY OF TEXAS AT AUSTIN March 1989 The contents of this report reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Federal Highway Administration. This reports does not constitute a standard, specification, or regulation. PREFACE Many structural details in current use by the Texas Sta.te Department of Highways and Public 'l3ansporta.tion (SDHPT) involve the use of anchor bolts, sometimes in retrofit applications. Examples are attqa.chmento f traffic barriers to structures: attachment of bridge girders to bearing blocks, attachment of end fixtures to precast concrete components, and a.ttachment of steel members to existing concrete. Anchors are of different types: cast,-in-place, grouted, adhesive, expansion, or undercut. These anchors are now designed using procedures wllich are outdated and often erroneous. Recent investigations ha.ve suggested that various Texas SnIiPT designs involving anchor bolts are inconsistent and possibly unconserva.tive. In developing more rational design procedures for such connections, it was necessary to study the behavior of multiple-anchor connections involving flexible as well as rigid baseplates. This report describes such a study. Based on the results of this study, recomnlendations are given for the design of ductile multiple-anchor connections to concrete. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! "#$%!&'()!*)&+',)%!'-!$-.)-.$/-'++0!1+'-2!&'()!$-!.#)!/*$($-'+3! 44!5"6!7$1*'*0!8$($.$9'.$/-!")':! SUMMARY The connection of steel members to concrete is a common structural feaiure, with applications in both highway and building construction. A typical steel-to-concrete connection includes the follomring: a steel attachment cor~sistillgo f a basepla~~wee lded to the attached member; the allchors tha.t actually do the connecting; and an embedment of the anchors into the concrete. The behavior and design of these connections is not well defined by existing design standards. Steel-to-concrete connections can be divided into two categories: connections whose strength is controlled by the strength of the anchor steel; and connections whose strength is controlled by the strength of the embedment. Based on experimental research conducted at the University of Texas at Austin, the behavior and design of steel-to-concrete connections whose strength is controlled by the strength of the anchor steel is addressed. An analytical model for calculating the strength of these connections is presented. The model is developed from experimental results and is based on limit design theory. Experimental results are reported for 44 friction tests and 46 ultimate-load tests of multiple-anchor steel-to-concrete connections loaded monotonically by various combinations of moment and shear. Test specimens included steel attachments with rigid and flexible baseplates, connected to concrete with threaded cast-in-place or retrofit (undercut and adhesive) anchors. The results of this study are incorporated into a Design Guide for Steel-to-Concrete Connections. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! "#$%!&'()!*)&+',)%!'-!$-.)-.$/-'++0!1+'-2!&'()!$-!.#)!/*$($-'+3! 44!5"6!7$1*'*0!8$($.$9'.$/-!")':! IMPLEMENTATION This report concerns a study of the behavio~a i.ld design of ductile multiple-ancl~ors teel- to-concrete connections. The results oi this report 1la.ve already been incorporated into the draft of Resea.rc11 Report 1126-4F (Design Guide). That Design Guide should be used by the Texas SDHPT for design, qualification, and evaluation of connections involving short anchor bolts. vii ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! "#$%!&'()!*)&+',)%!'-!$-.)-.$/-'++0!1+'-2!&'()!$-!.#)!/*$($-'+3! 44!5"6!7$1*'*0!8$($.$9'.$/-!")':!
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