Search | Fracture and Structural Integrity

Structural Integrity and Durability of Structures Views: 607 Downloads: 623 Vol. 15, No. 58 (2021) September 25, 2021 pp. 86-104

Enhancement of circular RC columns using steel mesh as internal or external confinement under the influence of axial compression loading

Mohamed Emara, Mostafa S. Rizk, Heba A. Mohamed, Mahmoud Zaghlal

Reinforced concrete (RC) columns cannot get supreme confinement by using the customary steel stirrups reinforcement because of the requirements for the spacing distances between the stirrups in addition to concrete continuance trouble. For…

10.3221/IGF-ESIS.58.07

Details: Enhancement of circular RC columns using steel mesh as internal or external confinement under the influence of axial compression loading PDF Visual Abstract

PDF Visual Abstract

Integrity of materials and structures Views: 940 Downloads: 388 Vol. 18, No. 69 (2024) April 20, 2024 pp. 71-88

Effectiveness of Partial Wrapping of Stainless-Steel Wire Mesh on Compression Behavior of Concrete Cylinders

Sunil Raiyani, Paresh Patel, S Suriya Prakash

Partial confinement can provide sufficient reinforcement to enhance the compressive strength and ductility of concrete with lesser confining material. This paper presents the results of an axial compression test conducted on eighteen plain…

10.3221/IGF-ESIS.69.06

Details: Effectiveness of Partial Wrapping of Stainless-Steel Wire Mesh on Compression Behavior of Concrete Cylinders PDF Visual Abstract

PDF Visual Abstract

Integrity of materials and structures Views: 890 Downloads: 339 Vol. 19, No. 72 (2025) January 9, 2025 pp. 34-45

Improved flexural behaviour of reinforced concrete beam strengthened using stainless steel wire mesh

Shail Shah, Parth Raithatha, Sunil Raiyani

The paper presents an experimental investigation of the flexural behaviour of reinforced concrete (RC) beam elements strengthened externally with stainless steel wire mesh (SSWM). SSWM has the potential to be an alternative composite…

10.3221/IGF-ESIS.72.04

Details: Improved flexural behaviour of reinforced concrete beam strengthened using stainless steel wire mesh PDF HTML Visual Abstract

PDF HTML Visual Abstract

Integrity of materials and structures Views: 436 Downloads: 226 Vol. 19, No. 74 (2025) August 10, 2025 pp. 89-114

Experimental Investigation of Tensile and Bond Strength for a GFRP–SSWM Hybrid Wraps

Vipul Kalyani, Digesh Joshi, Paresh Patel

This study experimentally investigates the tensile and bond performance of novel GFRP–SSWM hybrid wraps developed using two epoxy adhesives - Sikadur 30 LP and Sikadur 330. A total of 42 coupon specimens for tensile testing and 48 dumbbell…

10.3221/IGF-ESIS.74.07

Details: Experimental Investigation of Tensile and Bond Strength for a GFRP–SSWM Hybrid Wraps HTML PDF Visual Abstract

Other formats

HTML PDF Visual Abstract Podcast

Search the articles

Search results

Enhancement of circular RC columns using steel mesh as internal or external confinement under the influence of axial compression loading

Effectiveness of Partial Wrapping of Stainless-Steel Wire Mesh on Compression Behavior of Concrete Cylinders

Improved flexural behaviour of reinforced concrete beam strengthened using stainless steel wire mesh

Experimental Investigation of Tensile and Bond Strength for a GFRP–SSWM Hybrid Wraps