Results 21 to 30 of about 3,595,190 (332)
The study presents the performance of flexural strengthening of concrete members exposed to partially unbonded prestressing with a particular emphasis on the amount (0, 14.2, and 28.5%) of cut strands-symmetrical and asymmetrical damage.
Hayder Qays Abbas, A. H. Al‐Zuhairi
semanticscholar +1 more source
Prediction of flexural drift capacity in masonry walls through a nonlinear truss-based model [PDF]
In this paper, the in-plane flexural drift capacity of masonry walls is numerically investigated. In particular, a nonlinear truss-based model is specifically developed to predict the monotonic response of in-plane horizontally-loaded masonry walls ...
de Miranda S., D'Altri A. M.
core +1 more source
Flexural capacity of stainless-steel reinforced-concrete elements
Mokhtar Khalifa +2 more
openaire +2 more sources
The Effect of Voids on Flexural Capacity of Reinforced Concrete Slabs
The voided reinforced concrete slab system is mainly produced with polyester foam placed mostly at the bottom of the slab. The aim of the voids is to reduce the weight of the slab. In this paper behavior of the voided reinforced concrete slabs in which voids placed at the mid-height of the slab cross-section, is examined analytically.
Kıpçak, Fırat +3 more
openaire +3 more sources
Prediction of Flexural Capacity of RC Beams Strengthened in Flexure with FRP Fabric and Cementitious Matrix [PDF]
This paper presents both experimental and analytical research results for predicting the flexural capacity of reinforced concrete (RC) beams strengthened in flexure with fabric reinforced cementitious matrix (FRCM). In order to assess the efficiency of the FRCM-strengthening method, six beams were strengthened in flexure with FRCM composite having ...
Jung, Kyusan +4 more
openaire +3 more sources
The flexural strengthening of reinforced concrete (RC) beams by bonding external composite materials has proved to be an effective and convenient technique.
H. Ali, J. Assih, Ales Li
semanticscholar +1 more source
Flexural behaviour of circular timber columns strengthened by glass fibre reinforced polymer wrapping system [PDF]
Prefabricated glass fibre reinforced polymer (GFRP) wrapping systems have been established as an attractive retrofitting technique for structural columns in various applications.
Lokuge, Weena +5 more
core +1 more source
Flexural Behavior of UHPC Beams Prestressed with External CFRP Tendons
This paper presents an experimental investigation on the flexural behavior of ultra-high-performance concrete (UHPC) beams prestressed with external carbon fiber-reinforced polymer (CFRP) tendons.
Li Jia +5 more
doaj +1 more source
In order to study the influencing factors of the flexural capacity of beams reinforced by high-strength bar and ultra high performance concrete with coarse aggregate (UHPC-CA),this paper analyzes the influence of bar grade,bar diameter,effective section ...
TANG Jiajun +4 more
doaj
The use of prefabricated glass fibre reinforced polymer (GFRP) wrapping systems in retrofitting reinforced concrete (RC) columns has emerged to enhance the overall axial performance. However, the effect of these systems on columns subjected to bending is
Lokuge, Weena +5 more
core +1 more source

