Bond-Strengthening Hooks for RC Members with 1300 MPa-Class Shear-Reinforcing Spirals
نویسندگان
چکیده
منابع مشابه
Experimental Study on Bond-Strengthening Hooks for RC Beams
This paper presents an experimental investigation of bond-strengthening hooks as a new method to increase bond strength along flexural reinforcing bars in reinforced concrete (RC) beams. The proposed method attempts to increase confining stiffness around the flexural bars by placing U-shaped hooks and to prevent premature bond splitting failure. Ten specimens with different numbers and sizes of...
متن کاملFrp Composites for Shear Strengthening of Rc Beams
ABSTRACT Fiber Reinforced Polymer (FRP) composite systems can be used for shear strengthening of reinforced concrete (RC) members. The present study investigated the shear performance and the modes of failure of simply supported RC T-beams externally strengthened in shear with FRP composites. Two different FRP-based strengthening systems were investigated, namely, externally bonded FRP sheets a...
متن کاملstrengthening of slender rc shear wall with frp sheets
concrete shear walls are the most prevalent structural systems resisting lateral loads due to earthquakes in high-rise buildings. very large in-plane stiffness of shear walls provides an excellent drift control in the structure. however, structural damages and early code shortcomings threaten the efficiency of existing structural walls against earthquake. recently, fiber reinforced polymer (frp...
متن کاملA Snapshot of the Reinforcing Spirals
This study used the reinforcing spirals model to investigate the mutual influence between individuals’ media use and their global warming perceptions. Data from the science module of the 2006 General Social Survey were analyzed using structural equation modeling. Results offered support for the reinforcing spirals model’s predictions. Media use mediated the effects of age, race, and education o...
متن کاملStrengthening of RC Beams with Large Openings in Shear by CFRP Laminates: 2D Nonlinear FE Analysis
To date, theoretical studies concerning the Carbon Fiber Reinforced Polymer (CFRP) strengthening of RC beams with openings have been rather limited. In addition, various numerical analyses presented so far have effectively simulated the behaviour of solid beam strengthened by FRP material. In this paper, a two dimensional nonlinear finite element analysis is presented to validate against the la...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Asian Architecture and Building Engineering
سال: 2003
ISSN: 1346-7581,1347-2852
DOI: 10.3130/jaabe.2.b7