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Colored Precast Panels BrightenChicago’s Chinatown
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This article is published in Concrete international.The article was published on 1981-12-01 and is currently open access. It has received 15 citations till now. The article focuses on the topics: Precast concrete & Earthquake resistant structures.read more
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Journal ArticleDOI
Behavior of Chemically Bonded Anchors
TL;DR: In this article, the authors present rational design recommendations for evaluating the tensile strength of anchored anchors based on a behavioral model derived from elastic theory, on a combined cone-bond failure model that predicts cone depth, and on the results of a total of 280 tests conducted at the University of Florida (167 tests) and University of Texas (113 tests).
Journal ArticleDOI
Pullout simulation of postinstalled chemically bonded anchors
TL;DR: In this article, a state-of-the-art elastoplastic finite-element analysis was performed and compared to experimental results to shed more light on the development of failure for these types of anchors.
Journal ArticleDOI
Strength of Epoxy‐Grouted Anchor Bolts in Concrete
TL;DR: In this paper, an analysis based on linear and nonlinear finite element computer models of headed anchor bolts epoxied in place in hardened concrete is presented, and two failure theories, the maximum tensile stress criteria and the Mohr-Coulomb criteria, are applied to the hardened concrete.
Journal ArticleDOI
Effects of Various Environmental Exposures and Sustained Load Levels on the Service Life of Postinstalled Adhesive Anchors
Adham El Menoufy,Khaled Soudki +1 more
TL;DR: In this paper, an experimental study on the long-term creep behavior of adhesive anchors under sustained tensile loads in combination with different environmental exposures was carried out on 72 pullout test specimens with post-installed anchors.
Proceedings ArticleDOI
Design of Anchor Reinforcement in Concrete Pedestals
TL;DR: In this paper, the authors present methods for designing a typical anchor anchor in reinforced concrete pedestals for both tension and shear forces, and present failure modes to be checked (steel failure of the anchor in tension, shear if applicable, concrete side face blowout, concrete pull-out).