Shear Behavior of Dry Joints with Castellated Keys in Precast Concrete Segmental Bridges

预制混凝土 结构工程 剪切(地质) 直剪试验 岩土工程 接头(建筑物) 剪应力 有限元法 材料科学 抗剪强度(土壤) 工程类 复合材料 地质学 土壤科学 土壤水分
作者
Haibo Jiang,Li Chen,Zhongguo John,Wenxian Feng
出处
期刊:Journal of Bridge Engineering [American Society of Civil Engineers]
卷期号:20 (2) 被引量:93
标识
DOI:10.1061/(asce)be.1943-5592.0000649
摘要

Precast concrete segmental bridges with dry joints have the advantages of rapid construction speed and low cost. The shear strength and shear behavior of dry joints with castellated keys in precast concrete segmental bridges are still debatable. In this paper, full-scale dry joints with castellated keys were tested under different confining stress levels. The main parameters for tests were the number of keys, the confining stress, the depth in key geometry, and the distance between two keys. For comparison purposes, flat joints, monolithic joints, and joints with steel fibers were also tested. The shear behavior, shear capacity, and crack pattern of the joints were investigated as well. Two crack modes for the single-keyed joints are explicitly proposed. The phenomenon of sequential failure of multikeyed dry joints from the inferior key to the superior one was observed in the tests and verified by finite-element simulation. The experimental results obtained in these tests were compared with the design provisions. A shear failure mechanism of sequential failure for multikeyed dry joints is presented to explain the differences between the test results and the formula used. Based on the new explanation and test results, a reduced coefficient of 0.7 is recommended for the shear strength of three-keyed dry joints. Pending more test data, this conclusion could be extended to the shear strength of multikeyed dry joints to improve the formula.

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